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SDP201700008 Plan - Approved Final Site Plan and Comps. 2017-05-23
OWNER: 04500-00-00-11000 Sheet Title FIRST GOLD LEAF LAND TRUST COVER P.O. BOX 5548 EXISTING CONDITIONS CHARLOTTESVILLE, VA 22905 ENGINEER: COLLINS ENGINEERING GRADING & DRAINAGE PLAN 200 GARRET T ST. SUITE K, PROFILES CHARLOTTESVILLE, VA 22902 NOTES & DETAILS TELEPHONE. • (434) 293-3719 TAX MAP NO.: 04500-00-00-11000 (D.B. 4659/ PG. 032) AREA: 04500-00-00-11000 -.3.82 ACRES ZONING: HIGHWAY COMMERCIAL (HC), ENTRANCE CORRIDOR (EC) & AIRPORT IMPACT AREA (AIA) BUILDING HEIGHTS- MAXIMUM BUILDING HEIGHTS SHALL NOT EXCEED 65 FEET (WITH ADDITIONAL SETBACK) -- MAXIMUM BUILDING HEIGHT = 35 FEET (WITH NO ADDITIONAL SETBACKS) ermsion and serf€fuer.' central pian). PROPOSED BUILDING HEIGHT = 28 FEET FROM GROUND ELEVATION TO THE TOP OF THE 0 PARAPET WALL EXISTING/PROPOSED USE. EXISTING SITE VACANT --�I 28,220 SF PROPOSED COMMERCIAL/RETAIL; 9,960 SF FUTURE COMMERCIAL/RETAIL SUBDIVISION STREETS: CURB & GUTTER WA TERSHED: THIS SI TE IS NOT LOCA TED IN A RESER VOIR WA TERSHED. TOPO & SURVEY.• TOPOGRAPHY AND BOUNDARY PROVIDED BY ROGER RAY & ASSOCIATES. TOPOGRAPHY WAS ---" FIELD RUN /N AUGUST 2016 AND TDP WAS FIELD VERIFIED /N DECEMBER 2016. - - - - - - 200 - - - - - BENCHMARKS: keifi, 1. BRICKNAIL AT THE SOUTHEAST CORNER OF THE DROP INLET (EL. 457.79) --200 — 2. PAINTED SQUARE LOCATED AT THE NORTHWEST CORNER OF THE DROP INLET �- -- (457.44). 240.55 J. TOP OF SANITARY SEWER MANHOLE #4 (EL. 429-89) 1 In addition to all otfier 5torai water management requirements that irisy be mquimd bye the Water 4. SOUTHEAST CORNER OF CONCRETE SLAB AT PROPANE TANK (EL. 424.27) DATUM: ELEVATIONS ARE BASED ON NAD 83 DATUM. EXISTING VEGETATION. MOSTLY WOODED WITH PREVIOUSLY CLEARED AREAS. CRITICAL SLOPES: CRITICAL SLOPE IMPACTS PREVIOUSLY APPROVED WITH PHASE I DEVELOPMENT PLANS FOR CURB TIB DENOTES TOP OF NORTHTOWN CENTER. DEVELOPMENT PLAN WITH THE APPROVAL OF SDP -2004-024 AND SDP -2004-045. THIS BOX WAS APPROVED BY THE PLANNING COMMISSION ON OCTOBER 18TH, .2005 AND THE BOARD OF SUPERVISORS ON NOVEMBER 9, 2005. SEE THE CONDITIONS OF APPROVAL FOR THE CIRITICAL SLOPE IMPACTS, LOCATED ON THIS COVER SHEET FLOODPLAIN: THERE IS NO 100- YEAR FLOODPLAIN ON THIS SITE. THE 25' STREAM BUFFER IS SHOWN ON THIS PLAN. UGH TING.• THE SPILL OVER LIGHTING FROM PARKING AREA LUMINARIES ONTO PUBLIC RI -110S AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE-HALF (1/2) FOOT CANDLE. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS J,0100 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND APAY FRnM ADJACENT ROADS THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE-HALF FOOTCANDLE. RETAINING WALLS: RETAINING WALL PROVIDED. MATERIALS SHALL MATCH EXISTING REDI-ROCK RETAINING WALLS ONSITE: THE RETAINING WALLS CAN NOT DISTURB THE PERIMETER UNDISTURBED BUFFER FOR THE WALL FOOTINGS ON THE REINFORCING GRID. MECHANICAL/ HVAC EQUIPMENT ALL HVAC UNITS SHALL BE ROOF MOUNTED. MECHANICAL. EQUIPMENT SHALL NOT BE VISIBLE FROM THE ENTRANCE CORRIDOR. TRASH COLLECTION: DUMPSTER PROVIDED ON PLAN. ALL DUMPSTERS SHALL HAVE A 10'x20' CONCRETE PAD WITH A 6' WOODEN ENCLOSURE ADJACENT PROPERTY OWNERS: SEE EXISTING CONDITIONS, SHEET Z PHASING. • PHASE I - EXISTING BANK AND FUTURE COMMERCIAL%RETAIL & OFFICE USE (6.93 AC) PHASE IIA - ONE (1) MIXED USE BUILDING & PARKING AREAS (5.11 AC) PHASE 11B - PROPOSED TWO (2) COMMERCIAL BUILDINGS, (1) FUTURE BUILDING & PARKING AREAS (3.82 AC) PARKING: PHASE 11 PARKING REQUIREMENT (4.75 SPACES PER 1,000 GROSS LEASABLE AREA) PHASE 11A - 45,600 SF BUILDING (J6,480 SF GLA) PHASE 1/B - 28,220 SF PROPOSED BUILDINGS (22,576 SF GLA) 9,960 SF FUTURE BUILDINGS (7,968 SF GLA) 2,150 SF PATIO (1, 720 SF GLA) TOTAL PHASE Il PARKING REQUIRED: 68,744 SF/1000 x 4.75 = 327 SPACES REQUIRED PARKING PROVIDED: PHASE 11A - 206 SPACES PHASE 11B - 124 SPACES TOTAL PHASE 11 - 330 SPACES PROPOSED TRAFFIC GENERA TION: TRIP GENERATION CALCULATIONS BASED ON APPROVED TIA FOR SHOPPING CENTER ADDITIONAL UTILITIES: WATERLINE AND SANITARY SEWER CONNECTIONS SHALL BE MADE TO EXISTING UTILITIES ON -SI TE. STORMWATER MANAGEMENT FACIL TY- PROPOSED DRY RETENTION POND SHALL ACCOMMODATE STORMWA TER MANAGEMENT RETENTION REQUIREMENTS. NUTRIENT CREDITS HAVE BEEN PURCHASED FOR WATER QUALITY REQUIREMENTS. BUILDING SEPARATION: BUILDING SEPARATION SHALL BE A MINIMUM OF lo' MAXIMUM EMPLOYEES: 40 EMPLOYEES AT ONE TIME TOTAL PHASE 1/B PAVED PARKING & VEHICILE CIRCULATION AREA = 51,817 SF IMPERVIOUS AREAS. • BUILDING = 38,920 SF SIDEWALK = 9,56J SF PARKING/TRA VEL WA YS = 51,817 SF 1 1 1 ITE PLAN FI N A L =1 RIO MAGISTERIAL DISTRICT ALBEMARLE (Z"'OUNTY, VIRGINIA WOODBRIAR ASSOCIATES FIRST GOLD LEAF LAND TRUST CHARLOTTESVILLE, VA 22905 FIRE DEPARTMENT NOTES 1. CONSTRUCTION TYPE IS MASONRY NON-COMBUSTIBLE (ISO CLASS 4, IBC TYPE IIA). 2. KEY BOX IS REQUIRED BY THE FIRE DEPARTMENT. THE FIRE DEPAR TMEN T SHALL BE CONTACTED DURING CONSTRUCTION TO DETERMINE LOCATION. r COLLINS ENGINEERING 200 GARRETT STREET, SUITE K CHARLOTTESVILLE, VA 22902 434.293-3719 -��O GROOND / 0 " SR0AD 0 SCOTT R. COLLINSZ U Lc. No. 035 791111 Iry ��o�� - � �4 C I ANAL Y��s SITE Sheet List Table Sheet Number Sheet Title I COVER 2 EXISTING CONDITIONS 3 SITE & UTILITY PLAN 4 GRADING & DRAINAGE PLAN 5 PROFILES 6 NOTES & DETAILS 7 LANDSCAPING PLAN & DETAILS 8 LIGHTING PLAN 9 LIGHTING DETAILS 10 1 DETAILS & CALCULATIONS ON TOTAL SHEETS I 101 [41 •ki _.allf��• I APPROVALS I DATE ENGIN R'irtMENT 0F' IaIRr� RE VIRGBNU[t DFPARiM NT OF TRANSPC RDMI?N I-IEAL`i l4 DEPARTMENT Till C i D a ds{4n y •95L f! lflgtf2C 2 ) C`i .JCe I4: ry. if a;iC W 3CYa (t Og Cr}Ink ti§ m— ROADS 3?£: relish $°teF3i5 Of S ;ctici7 S .uld ;lot fbriv vT' n1e, GI One chapter that otheF3' !y?,serye the public I -- EXISTING CULVERT ail a!# aleat degmc, sva jva to the following ,,naitions, EARTH DITCH '�arshwwaF C'.cn:c; CUL VERT � DROP INLET & STRUCTURE NO. w DR1 VEWA Y CULVERT the sattsfactrouigFthe Prc7,gram A;ii}a3rity; that itis providing high lrvclS afef£ecitYeness in coiltrotiing BENCH MARK -- CURB ermsion and serf€fuer.' central pian). 0 c_ lvfattmg exposed slopes as determined appropriate by the Prom Authorht ,. CLEARING LIMITS --�I CURB & GUTTER period during which the site is under construction. The " RLD" shall maintain a daily erosions and sediment c rtr al = uspcot:orF logdemonstratirig that erosion and sedatmeCitcfltitro measures are being closely mohrtprO said deftoFenec 'ata b ing tleiel Iviepaked Tie 12.i. i1 shall PROPOSED PAVEMENT T VDOT STANDARD STOP SIGN ---" EC -3A DI TCH - - - - - - - - 200 - - - - - " - EXISTING CONTOUR keifi, DEPTH OF EC -3A DITCH --200 — PROPOSED CONTOUR �- -- EC -2 DITCH 240.55 PROPOSED SPOT ELEVA TION 1 In addition to all otfier 5torai water management requirements that irisy be mquimd bye the Water E TBC DENOTES TOP/BACK OF 6 DEPTH OF EC -2 DITCH 0 CURB TIB DENOTES TOP OF the Nita, both during and after const;tFetiom b, The stormwatermanageinentplan shall include measuresLo revel) totacftzlkste urtpos5iize; BOX I APPROVALS I DATE ENGIN R'irtMENT 0F' IaIRr� RE VIRGBNU[t DFPARiM NT OF TRANSPC RDMI?N I-IEAL`i l4 DEPARTMENT rte. r. a 4 04 c a ds{4n y •95L f! lflgtf2C 2 ) C`i .JCe I4: ry. if a;iC W 3CYa (t Og Cr}Ink ti§ m— SSC.t!{43.{sIDpB 14+:YGS:br OTii4E'Yv;gContarwa5approved basedon t�{C'�iP�t37.rta'ii1G Pl-L`::s'ip}'i15:3tfCi; or .purltosu's 3?£: relish $°teF3i5 Of S ;ctici7 S .uld ;lot fbriv vT' n1e, GI One chapter that otheF3' !y?,serye the public I -- ail a!# aleat degmc, sva jva to the following ,,naitions, '�arshwwaF C'.cn:c; 2f 2,065 w the sattsfactrouigFthe Prc7,gram A;ii}a3rity; that itis providing high lrvclS afef£ecitYeness in coiltrotiing sedimentduring construction. These meaSmes shall include, but not be limited to, a. A c "ruction schedule than minimizes the duration of distutbaucc (a,&, j basing of the ermsion and serf€fuer.' central pian). 0 c_ lvfattmg exposed slopes as determined appropriate by the Prom Authorht ,. ci, The sdniraetor shall have a.Res£>onsihle Land Disturber ("R]�:!X ; on, the site threa¢heut the period during which the site is under construction. The " RLD" shall maintain a daily erosions and sediment c rtr al = uspcot:orF logdemonstratirig that erosion and sedatmeCitcfltitro measures are being closely mohrtprO said deftoFenec 'ata b ing tleiel Iviepaked Tie 12.i. i1 shall c� z made avaflabhe for inspection by tilt Frim Pm Authority at any lit is 6%ifkg rcgulzr j sines Uj O J tic reasonably necessary to take corrective action to retrain at restore dowi nurstam aroz erfies. z damaged during construction by nmgftorseiintent, 1 In addition to all otfier 5torai water management requirements that irisy be mquimd bye the Water E y chi ,-t 0 o the Nita, both during and after const;tFetiom b, The stormwatermanageinentplan shall include measuresLo revel) totacftzlkste urtpos5iize; damaging conditions to dovmstta rt ptopa hies andreceiving watovv from occurring As :a. 1 result of the site, both during and after cons3.7^+ cion. J e. 3n order to alioo to Pit gram Authority to develop appropriate; measures iq satfsay paragraphs (u) U and (b) of tiis donditi©ti, the applioaft shall st:t?snit data demonstrating the peak f ow ran ruta0fl f ora the site and the peak flour of ran off i. oming onto the site, I'AlbsrnaIrie County y.ades ;rectums 17.31, 17-314(l))] r� to 3, Intiaeplanduringcanstrvction, the sequenceiofth-astorniwater manageneritaddresses the switching over ofthe stxc$m flow; ifan, ; J� adjacti f resiidondal properties from areas ofdisturbeG crhical slp-; and t. All of tnc: other conditions recommended by staff LU LU J 0-> N lU LUa UjLU W W rte. r. a 4 04 c 707 0 0 Q ,z T WU 0 P-4 v °6 �z -6Ld w z �z U �z t7 z J J ce- O C-) O O co LLJ P --f -C� U o� �W 0 `W �X X �v O C0�� o C: � tT z � ww u) �' z w U tov) Z N J 0 J O � U U O \ T 'CI a 0 > 4 U O X1 O U to o U.1 J W F— o E 0 O L I.L.£ U S= � � O O JOB NO. Q) v 092029 0 2' m > SCALE AS SHOWN m a � SHEET NO. a to O In 1 ami a H 3 a ds{4n y •95L f! lflgtf2C 2 ) C`i .JCe I4: ry. if a;iC W 3CYa (t Og Cr}Ink ti§ m— SSC.t!{43.{sIDpB 14+:YGS:br OTii4E'Yv;gContarwa5approved basedon t�{C'�iP�t37.rta'ii1G Pl-L`::s'ip}'i15:3tfCi; or .purltosu's 3?£: relish $°teF3i5 Of S ;ctici7 S .uld ;lot fbriv vT' n1e, GI One chapter that otheF3' !y?,serye the public ' ltk arety or Welfare', of zl)at ?.It.tatatiue pT$5'YC7.+O byrh„ developef would saiis6'thos€ p4tY*pofes at t^tast iQ ail a!# aleat degmc, sva jva to the following ,,naitions, '�arshwwaF C'.cn:c; 2,065 I, In add4fion to all rioter erosion and sediment wwrwl. measures that maybe required by t Water 1AT57teGt7tNb £irdinaniJe, the aflglican:site] i prfl vide erosion and sediraent control tmuAsureg to assort,, to the sattsfactrouigFthe Prc7,gram A;ii}a3rity; that itis providing high lrvclS afef£ecitYeness in coiltrotiing sedimentduring construction. These meaSmes shall include, but not be limited to, a. A c "ruction schedule than minimizes the duration of distutbaucc (a,&, j basing of the ermsion and serf€fuer.' central pian). b. Using high efficiency sediment basins designed to unclad,- the use of floeculants. c_ lvfattmg exposed slopes as determined appropriate by the Prom Authorht ,. ci, The sdniraetor shall have a.Res£>onsihle Land Disturber ("R]�:!X ; on, the site threa¢heut the period during which the site is under construction. The " RLD" shall maintain a daily erosions and sediment c rtr al = uspcot:orF logdemonstratirig that erosion and sedatmeCitcfltitro measures are being closely mohrtprO said deftoFenec 'ata b ing tleiel Iviepaked Tie 12.i. i1 shall ps" u'4` that all control measures arc being maimatred Fr op iitnat conthtio l'itC lit}' SiiFllt lie. made avaflabhe for inspection by tilt Frim Pm Authority at any lit is 6%ifkg rcgulzr j sines e, Ss deteratitred:ttt be neoe,;saq by the Pragrarn Atithcrity; the surety req€tt'red by Albamarhe Cmloty Code Section 17-101 shall inch5de aim amuticiC detem inn i by tt e Fre grana Authority to tic reasonably necessary to take corrective action to retrain at restore dowi nurstam aroz erfies. damaged during construction by nmgftorseiintent, 1 In addition to all otfier 5torai water management requirements that irisy be mquimd bye the Water Protection Ordinance; a. The stomwafermanagement Blast shall include additional measures J:E edited by Gl)e Program Authatity t4 be.accessary in order to capturc, tO the maximum extra, prat icsl; the ryfnofMam the Nita, both during and after const;tFetiom b, The stormwatermanageinentplan shall include measuresLo revel) totacftzlkste urtpos5iize; damaging conditions to dovmstta rt ptopa hies andreceiving watovv from occurring As :a. 1 result of the site, both during and after cons3.7^+ cion. J e. 3n order to alioo to Pit gram Authority to develop appropriate; measures iq satfsay paragraphs (u) and (b) of tiis donditi©ti, the applioaft shall st:t?snit data demonstrating the peak f ow ran ruta0fl f ora the site and the peak flour of ran off i. oming onto the site, I'AlbsrnaIrie County y.ades ;rectums 17.31, 17-314(l))] a 3, Intiaeplanduringcanstrvction, the sequenceiofth-astorniwater manageneritaddresses the switching over ofthe stxc$m flow; ifan, ; s. Ii conjuned' n wi!@i thte final site plan{, suf'tioi; tit tsncisc;sping and wrcmingshall be provided toscreet3 adjacti f resiidondal properties from areas ofdisturbeG crhical slp-; and t. All of tnc: other conditions recommended by staff 707 0 0 Q ,z T WU 0 P-4 v °6 �z -6Ld w z �z U �z t7 z J J ce- O C-) O O co LLJ P --f -C� U o� �W 0 `W �X X �v O C0�� o C: � tT z � ww u) �' z w U tov) Z N J 0 J O � U U O \ T 'CI a 0 > 4 U O X1 O U to o U.1 J W F— o E 0 O L I.L.£ U S= � � O O JOB NO. Q) v 092029 0 2' m > SCALE AS SHOWN m a � SHEET NO. a to O In 1 ami a H 3 TMP45C-1-P-12 TMP45C-1-P-11 "Ti, TMIP 45C -1-P-10 N/F BRUMBAUGH NOTES: NIF DOLZER N/F BANCROFT ZONE: R2 TIMP 45 CA -P4 1. TOPOGRAPHY/SURVEY: TOPOGRAPHY AND BOUNDARY PROVIDED BY ZONE: R2 ZONE: R2 USE: SFD 13 TMP45C-1-P-9 N/F HAMILTON USE: SFD USE: SFD #2923-' LICENSED LAND SURVEYOR ROGER RAY & ASSOCIATES IN AUGUST 2016. N/F EMSWILER #2925 ZONE: R2 #2927 DB 1005 PG 344 ZONE: R2 2. TOPOGRAPHY WAS FIELD VERIFIED IN DECEMBER, 2016. t" ill)", USE: SFD� USE: SFD DB 1630 PG 654 DB 1006 PG 681 1 1 1 - 1 1,-, 091 3. THERE IS NO FLOODPLAIN LIMITS LOCATED ON THE PROPERTY PER FEMA #2921 #2929 1038 PG 42 - DB MAP #51003C01 400 EFFECTIVE DATE: FEBRUARY 4, 2005. DB 2107 PG 115 4. MUCH OF THE SITE HAS ALREADY BEEN CLEARED AND GRADED UNDER AN NO FLOO CATED EXISTING EROSION AND SEDIMENT CONTROL PLAN. DIPLAIN LO 5. THE CRITICAL SLOPE IMPACTS WERE APPROVED WITH THE PHASE 1 7 Q �AC g 56 mn P1 _40- 7 58, 63i"E 29T ON THIS PROJECT. DEVELOPMENT PLAN ON THE PROJECT, SP2004-024, APPROVED BY THE V , Tv S1 UNDI 0 PLANNING COMMISSION ON OCTOBER 18,2005. THIS INCLUDED IMPACTS TO THE �URBED BUF1 20' T 7' T TIMP 45C -l -A-26\ _7� N/F COAKLEY 25'WPO STREAM BUFFER. CRITICAL SLOPES LOCATED OUTSIDE OF THE TBA" -7 A pCK ZON�: R2 G S—E 50,13,UILDIN USE: SFD .......... #2919 No._. 1 -0, i"IN.N.... i IN i 11, Rk i M-1-1 I I I i HBO T 1:4 IN CR'33 E CU RENT AS BVIL I PLA REFLE T "THR CONDITIONS OF THE SITE. DB 459 PG 233 EXISTING TREELINE NI TARY SEWER �7 EXISTING L SA SERVICE CLEANOUTS L TMIP 45131 -1 -A-4 _t N/F KUHN ZONE: RI TM P 45C 1 -A-25\\ USE: SFD L N/F�HANNOLD/ #123 EXISTING TREE TO E; R2 T . . ......... ZON REMAIN DB 2202 PG 307 SFD;� L WET 1 #2917 LANDS EXISTIN U S,1 E 'TING BASIN RISER YB 2514 PG, 361 XIS & OUTFALL V EXISTING REDI-ROCK. RETAINING WALL 0 MAX HEIGHT 22" 1A TR4 45-11 OC FirstGold Leaf Land Trust TTT DB 1P9 -386 4 GH 3.8Z\Acres, TIMP 45C-1 -A-24 TMP45131-1-A-2 N/F RA�MTKANT OR A ERA\ Z N/F BURTON ONE: R2 ZONE: R1 USE: SFD #103 USE: SFD #2915 Z DB 1595 PG 68 DB la38 PG 154 b EXI T", iT_ EXISTING 20'UTILITY EASEMENT STING GRAVEL DRIVE EXISTING WPO STREAM BUFFER D.B. 4296, PG. 275 EXISTING TREE T0 REMAIN EXISTING 8" G.V. & -OFF ASSEMBLY BLOW ------ -DO 4, TH 0 C, SCOTT 'R. COLLINS!Z Lic. No. 035791,��, LLJ izz� C:) q rq M TM P 45C- 1 -A-23 L........... N/F WEBB EXISTING REDI-ROCK ZONE: :R2 TIING WALL RETAINING WALL -j, , , EXIS USE: 8FD L9 I,.— I MAX HEIGHT=22' 913 M EXISTING 30' PRIVATE ROAD #2 ---- ----- DB 1465 PG 273 . ................... TMP 451311 ACCESS EASEMENT (yi D.B. 4296, PG. 275 N/F CRAIG, TRUSTEE ZONE: R1 EXISTING SANITARY Baum EXISTING 24'ACCESS EASEMENT EXISTING SEW USE:SFD ER EXISTING PARCEL WETLANDS D.B. 3577, PG. 654 (PLAT) # 1 01 CY) C2 I .. ......... .......... F_ F DB 2409 PG i EXISTING U I ILI I Y EASEMENT D.B. 4332, PG. 284, 288 (PLAT) 4 -4 - ---- ----- _----_----_------------- C: TtS3:1140, 2.so' W 284.FJ3' ......... .... trn N TMP45C-1-A-22 NIF WOOD ZONE: R2 USE: SFD tEXISTING STORM > ci #2911 Uj n wi TIMP 45131-8-2 SEWER DE� 1405 PG 116 X STING .... ........ ZONE: R1 First Gold Leaf Land Trust -386 USE: SFD DB'1894 WETLANDS I , -, I 0 Tm 45-1 1 1 - �r, N/F TURNER E lit > 4.96A res DB 625 PG 2 MEN= LLI #107 c 0 03 TMP45C-1-A-20 EXISTING VAR. WIDTH N/F LASSITER L9 ,USE: SFD ZONE: R2 PRIVATE ROAD 51 .. ... . .... -- ------ #2909r -110 TM 45 D8 2078 PG 475 ACCESSEASEMENT D.B. 3577, PG. 6 First Gold Leaf Land Trust EXISTING 8" WATERLINE � 41 i DB 1894-386 ----- -- ------ 5.11 Acres Y . ... ....... vij - --- ----------- A w w w Uj ......... .. .. .. ........ :D XISTING SANITARY E EXISTING VAR. WIDTH . . ........ tSEWER tWATERLINE EASEMENT "A D.B. 4296, PG. 275 F— EXISTING GANDER MOUNTAIN LLJ LU BUILDING 12� F_ EXISTING PARKING, �LOT TTM45-111C TMP 45'93B, N/F HEART LAND TRUST,., First Gold Leaf Land Trust ------_--- L ------------- DB 1894-386 ZONE:HC LU 1 14 Acres EXISTING BIO -FI TER USE: RETAIL STORE SEMINOLE TRAIL EX18TING 20f PRIVATE S EXISTING BASIN DB 1464 PG 269 L SEWER EASEMENT D.B. 4296, PG. 275 TMP 45-11 1A 0 -- ---------- PLANTERS BANK C) CN & Tii, LIST 0.83 Acres TIDB 3577-651 tgUILOTNG'SETBACK Vt1j ... ....... Z u IT -B PARKING tkv, NDis WRBE UFFER AND K -------- ----- --- -- ------- - ----- - ------- -- . . ...... . . . ...... ....... ..... ...... . . ...... ..... - --------- -- ---- U.S. 29 C ........ . . 2 R AP H 1, .... . . . . . ...... . 20 80 0 SEMINOLE TRAIL . .... . ..... 'VARIABLE WIDTH RJW` . ..... ............. .. IN FEET STATE HIGHWAY PROJECT 6029-002-FI9, RW202 jr in ch -41"0" f t, 0 C3 0 w 06 _j Ld < ED z �D_ U-) z Ej U_ 0 _j 0 C) 0 (2) 0 100 0 0 0 U C) 0 U z 1_� Q) u) 0 -0 o- x U Q) x Uj E 70 _C 0 L C, 'i LL 0 K I CD F_ Z.0 :5 0 0 0 0 t,_ 0 0 0 > -0 0 x :i:� D 0 Uj 0 -10 Q) Q) Uj 0 Uj E 0 U) -a- 0 JOB NO. 0 0 092029 > SCALE 0 -1 =401 (D SHEEr NO. -a Q) 0 2 Q) Uj 0 z 0 Uj 0 w 0 U U U < Uj Z:> _j U 0 w 0� < 0 2f _j ce 2 < LU Uj F- M '2- > _j < r) L.0 Uj Lz W LU C, > Uj Uj > UjUj Ce rv, LLJ izz� C:) q rq M TM P 45C- 1 -A-23 L........... N/F WEBB EXISTING REDI-ROCK ZONE: :R2 TIING WALL RETAINING WALL -j, , , EXIS USE: 8FD L9 I,.— I MAX HEIGHT=22' 913 M EXISTING 30' PRIVATE ROAD #2 ---- ----- DB 1465 PG 273 . ................... TMP 451311 ACCESS EASEMENT (yi D.B. 4296, PG. 275 N/F CRAIG, TRUSTEE ZONE: R1 EXISTING SANITARY Baum EXISTING 24'ACCESS EASEMENT EXISTING SEW USE:SFD ER EXISTING PARCEL WETLANDS D.B. 3577, PG. 654 (PLAT) # 1 01 CY) C2 I .. ......... .......... F_ F DB 2409 PG i EXISTING U I ILI I Y EASEMENT D.B. 4332, PG. 284, 288 (PLAT) 4 -4 - ---- ----- _----_----_------------- C: TtS3:1140, 2.so' W 284.FJ3' ......... .... trn N TMP45C-1-A-22 NIF WOOD ZONE: R2 USE: SFD tEXISTING STORM > ci #2911 Uj n wi TIMP 45131-8-2 SEWER DE� 1405 PG 116 X STING .... ........ ZONE: R1 First Gold Leaf Land Trust -386 USE: SFD DB'1894 WETLANDS I , -, I 0 Tm 45-1 1 1 - �r, N/F TURNER E lit > 4.96A res DB 625 PG 2 MEN= LLI #107 c 0 03 TMP45C-1-A-20 EXISTING VAR. WIDTH N/F LASSITER L9 ,USE: SFD ZONE: R2 PRIVATE ROAD 51 .. ... . .... -- ------ #2909r -110 TM 45 D8 2078 PG 475 ACCESSEASEMENT D.B. 3577, PG. 6 First Gold Leaf Land Trust EXISTING 8" WATERLINE � 41 i DB 1894-386 ----- -- ------ 5.11 Acres Y . ... ....... vij - --- ----------- A w w w Uj ......... .. .. .. ........ :D XISTING SANITARY E EXISTING VAR. WIDTH . . ........ tSEWER tWATERLINE EASEMENT "A D.B. 4296, PG. 275 F— EXISTING GANDER MOUNTAIN LLJ LU BUILDING 12� F_ EXISTING PARKING, �LOT TTM45-111C TMP 45'93B, N/F HEART LAND TRUST,., First Gold Leaf Land Trust ------_--- L ------------- DB 1894-386 ZONE:HC LU 1 14 Acres EXISTING BIO -FI TER USE: RETAIL STORE SEMINOLE TRAIL EX18TING 20f PRIVATE S EXISTING BASIN DB 1464 PG 269 L SEWER EASEMENT D.B. 4296, PG. 275 TMP 45-11 1A 0 -- ---------- PLANTERS BANK C) CN & Tii, LIST 0.83 Acres TIDB 3577-651 tgUILOTNG'SETBACK Vt1j ... ....... Z u IT -B PARKING tkv, NDis WRBE UFFER AND K -------- ----- --- -- ------- - ----- - ------- -- . . ...... . . . ...... ....... ..... ...... . . ...... ..... - --------- -- ---- U.S. 29 C ........ . . 2 R AP H 1, .... . . . . . ...... . 20 80 0 SEMINOLE TRAIL . .... . ..... 'VARIABLE WIDTH RJW` . ..... ............. .. IN FEET STATE HIGHWAY PROJECT 6029-002-FI9, RW202 jr in ch -41"0" f t, 0 C3 0 w 06 _j Ld < ED z �D_ U-) z Ej U_ 0 _j 0 C) 0 (2) 0 100 0 0 0 U C) 0 U z 1_� Q) u) 0 -0 o- x U Q) x Uj E 70 _C 0 L C, 'i LL 0 K I CD F_ Z.0 :5 0 0 0 0 t,_ 0 0 0 > -0 0 x :i:� D 0 Uj 0 -10 Q) Q) Uj 0 Uj E 0 U) -a- 0 JOB NO. 0 0 092029 > SCALE 0 -1 =401 (D SHEEr NO. -a Q) 0 2 Q) PA VEMEN T LEGEND: 462-,15 FFE ........... j,' i. _j ".4 EXl TIN V� 4 4� n EXISTING BASIN RISER & OUTFALL L k is BENCHMARK LOCATED AT EXISTING �' LANDS WET SOUTHEAST CORNER OF THE q� i fl1 CONCRETE PROPANE TANK (ELEV- 424.27) R EXISTING 2o' ACSA UTILITY' EASEMENT 4 41 0 7, % DRA -TO BE INSTALLED HAN "k, ALONG EXISTING WALL PER ," tel/ v A PHASE IIA APPROVED PLANS % ff PROPOSE F .j, , � � t, 3 �i9i� PROPOSED DUMSTER / i &ENCLOSURE, EE EXISTING GRAVEL DRIVE SHEET DETAIL e, A V EXISTING WPO STREAM BUFFER ....... . V., EXISTING REDI-ROCK RETAINING WALL MAX HEIGHT=22' EXISTING WETLANDS v EXISTING 12" SANITARY SEWER EXISTING 2y' ACCESS EASEMENT t"o",,3\• Y D.B.G. 654 (PLAT) -3577, EXISTING UTILITY EASEMENT D.B. 4332, PG. 284, 288 (PLAT) 4 f V -A TM EXISTING WETLANDS Trust First Gold Leaf Land Tr DB:189 -386 4 X, T 4.96 Acres ljc ,yl � Fl; 1� � f � `'t _g' EXISTING VAR. WIDTH PRIVATE ROAD ACCESS EASEMENT D.B. 3577, PG. 651 4p . ............... - ---------- 7 ---- - - ----- - -------- -- J OPEN SPACE EASEMENT PROPOSED ADDITION TO TOTAL AREA 0.53 ACRES EXISTING RETAINING WALL PROPOSED DUMSTER PAD DB 459 PG 233 0 SCOTT R. COLTLINS Z Lic. No. 035791,E o IP111 Is, ONAL L9 TMP 4SC-2-P-12 CF) TMP 454-1-P-10 TMP 454-1-P-13. N/F BRUMBAUGH N/F DOLZER N/F BANCROFT ZONE: R2 TMP ZONE: R2 ZONE R2 USE: SFD jN/F HAMILTON USE: SFD USE: SFD #2923 ZONE: R2 #2927 #2925 DB 5 PG 100 344 USE: SFD DB 1630 PIG 654 DB 1006 PG 681 #2921 DB 3.038 PG 42 PROPOSED SWM FOREST & C\j Cq • OPEN SPACE EASEMENT PROPOSED ADDITION TO TOTAL AREA 0.53 ACRES EXISTING RETAINING WALL PROPOSED DUMSTER PAD DB 459 PG 233 0 SCOTT R. COLTLINS Z Lic. No. 035791,E o IP111 Is, ONAL --i --I lu r r,j L9 CF) CY) Cf5 Z (N Z' C11) 0 C\j Cq • w --i --I lu r r,j 0 CL U -i 0 0 'j Ld W z az CL 0-1 co 0 F-4 1-4 -C 0' F_ Q> 0 u 016 CL (D U) 0 U -i (D -0 CL F_ x _j 1-1 -0 (1) co UO o s� c� s Ld '6 Lu 2.0 LL' U) :3 F_ 0 0 nO 0 (D > 73 0 X 7, (D 0 0 C: Lu ILI E 0 uj U) 0 JOB NO, 092029 Lu SCALE 1 =30' SHEET NO. -a 0Q) Q) U) Cn 3 L9 CF) CY) Cf5 Z (N Z' C11) 0 C\j Cq w Lu 0 ct w Aft :D u I W �22 U-1 w 1.6 w W ry (D CI 0 0 u AP 45C -1-A-20 I/F LASSITER 5; USE: SFD ZONE;_,R-2-1Cr'Y_('_ 2909 3 2078 PG 475 0 CL U -i 0 0 'j Ld W z az CL 0-1 co 0 F-4 1-4 -C 0' F_ Q> 0 u 016 CL (D U) 0 U -i (D -0 CL F_ x _j 1-1 -0 (1) co UO o s� c� s Ld '6 Lu 2.0 LL' U) :3 F_ 0 0 nO 0 (D > 73 0 X 7, (D 0 0 C: Lu ILI E 0 uj U) 0 JOB NO, 092029 Lu SCALE 1 =30' SHEET NO. -a 0Q) Q) U) Cn 3 Structure Area (Acres) Cw t, (Min.) 2 0.11 0.90 5.0 6 0.54 0.90 6.0 8 0.42 0.90 6.0 10 0.06 0.90 5.0 IOP 0.10 0.90 5.0 12 0.42 0.80 5.0 14 0.10 0.90 6.0 16 0.06 0.50 5.0 18 0.43 0.70 6.0 YD -1 0.66 0.35 9.5 YD -2 0.09 0.30 7.5 YD -3 0.10 0.30 8.0 YD -4 0.03 0.30 7.5 ROOF 0.15 0.90 5.0 TRENCH 0.09 0.90 5.0 W DRAINAGE DESCRIPTIONS STIR. PIPE INFORMATION INLET INFORMATION NO. DIA. (in.) LENGTH* (ft.) SLOPE M INVERT IN INVERT OUT MATERIAL INLET TYPE RIM ELEVATION COMMENTS YD -1 COMMENTS 18 i 24" YARD INLET 477.00 DI -3C CG -2 12 7.50, 3�33% 46100 468.75 HDPE 0.50% 461.50 461.25 CO -2 16 CLEANOUT 470.75 12 50.5() 5.45% 463.75 466.00 HDPE VDOT STD. IS -1 REQ'D 15 15 CO -1 0.50% 461.15 460.45 RCP C) CLEANOUT 468.75 14 12 16.00 6.25% 46:3.00 465.00 HDPE DI -3C CG -2 6 466.25 VDOT STD. IS -1 REQ'D 13 15 86.57 0.79% 460.35 459.67 RCP 12 U Uj Uj YD -4 DI-3CC CG -2 8 465.67 VDOT STD. IS -1 REQ'D 11 24" YARD INLET 481.00 1,78% 452.33 12 59.50 6.72% 473.00 472.00 HDPE 092029 YD -3 0 24" YARD INLET 477.00 SCALE 12 85.50 10.53% 47.00 463.00 HDPE YD -2 I I I 1 24" YARD INLET 471.75 DI -313 CG -2 12_�14 � 0f) 1 12.50% 1 463.00 461.25 HDPE 0.87% 463.00 462.00 SCOTT R. COLLINS'-;,* 0 U Lie. No. 035791 10 -NAL U z U �--Tm tw I/ ruR:5F- .,. I - -- DRAINAGE DIVIDE (TYP.) LLJ ... ................ J* 6 �4 -li� Iii i �Z 4 EXISTING 30' PRIVATE ROAD Y', 4D 458.6 TO ACCESS EASEMENT D.B. 4296, PG. 275 DRAINAGE DIVIDE (TYIP. if I:. EXISTING STORM' It SEWER t 'I 1if i it t .....ii .. ... . .. ........ ------- - --- A JL t • it ........... g ..... .... .. .......... .. ...... ...... ... . EXISTING .......... WETLANDS ............ 7 GRAPHIC� �8'i2:At V, j jf 15so 20 30 30 0 A 4 IN FEE EXISTING 1 inch t GANDER MOUNTAIN Ir EXISTING VAR, WIDTH % d t BUILDING v ii PRIVATE ROAD ACCESS EASEMENT ''it, g "d IN, D.B. 3577, PG. 651 1- ILA --- ----- - ---- - - -------- 2 �d l 1911" V-�- F, EXISTING 8 WATERLINE 1 .. ... . .... .... . ....... ....... ----- - ��l . . . . . . . ... ,.= .. .. ---- - - - ---- lv,t - --------- - -- -- - - ------ ...... ......... T w x IIS w .... -71- "A' ---- -- .... .... .... . d, 1�1 fv DRAINAGE DESCRIPTIONS STIR. PIPE INFORMATION INLET INFORMATION NO. DIA. (in.) LENGTH* (ft.) SLOPE INVERT IN INVERT OUT MATERIAL INLET TYPE Curb Type SLOT LENGTH RIM ELEVATION COMMENTS 18 DI -3C CG -2 8 465.95 VDOT STD. IS -1 REQ'D it 15 50.36 0.50% 461.50 461.25 RCP 16 o DI -3C CG -2 4 466.95 VDOT STD. IS -1 REQ'D 15 15 138.47 0.50% 461.15 460.45 RCP C) x :T- 14 DI -3C CG -2 6 466.25 VDOT STD. IS -1 REQ'D 13 15 86.57 0.79% 460.35 459.67 RCP 12 U Uj Uj DI-3CC CG -2 8 465.67 VDOT STD. IS -1 REQ'D 11 15 18.51 1,78% 452.33 452.00 RCP JOB NO. -0 C (D 092029 0 V) SCALE 1 It =30' 10B DI -313 CG -2 8 467.87 VDOT STD. IS -1 REQ'D 1 OA 15 114.78 0.87% 463.00 462.00 RCP 10 DI -3C CG -2 8 467.13 VDOT STD. IS -1 REQ'D 9 15 53.48 3.21% 461.90 460.18 RCP 8 DI -3C CG -2 8 465.50 VDOT STD. IS -1 REQ'D 7 15 68.63 4.34% 460.08 457.10 RCP 6 DI -3C CG -2 8 461.90 VDOT STD. IS -1 REQ'D 5 18 130.87 0.50% 457.00 456.35 RCP 4 MH N/A N/A 466.15 VDOT STD. IS -1 REQ'D 3 18 71.42 0.84% 456.25 455.65 RCP 2 DI-3CC CG -2 8 463.65 VDOT STD. IS -1 REQ'D 1 18 16.02 3.12% 452.50 452.00 RCP z LU 0%w- Lr - LLI U Lli O co 0 0 0 ce 0 o 0 C) x :T- �c C: (D 0 0 0 U Uj Uj 01-1 Uj 7- Q 3" b-7 U) 0- 7a _ 0 JOB NO. -0 C (D 092029 0 V) SCALE 1 It =30' SHEET NO. . 100 4 Q V) ME PROPOSED GRADE (TYP. RAISE EXISTING [LEAN[>QTYYTOP TOPROPOSED GRADE, ELEV=4GS7 | / | | kl-.~ 445 1440 EXISTING GRADE (TY 435 415 470 PR3PO5EDCLEANOUT'C' TOP ELEV=466.86 465 RA|S PROPOSED 611.SANITXRY LATERAL TO PF oLF@ 2.00% 46ol NG 6" SANITARY LATERA EXISTING LATERAL CONNECTION TO SANITARY SEWER MAIN Ln Ln k.0 Ln kD SANITARY LATERAL #i 440 435 430 425 415 WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START {}FTHE WORK. a. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. ]. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OFTHE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 4. DATUM FOR ALL ELEVATIONS SHOWN |NNATIONAL GEODETIC SURVEY. S. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (z'800-5Sa-7onz) 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE & ONE-HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING AFUTURE EXTENSION C)FTHE LINE. g. TREES ARE NOT PERMITTED |NTHE ACSAEASEMENT. zo. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4'2oz4(SENATE BILL 3874WHICH AMENDS THE SAFE DRINKING WATER ACT). ALL FILL TO BE PLACED AT 95% COMPACTION. 2. MINIMUM 3-5'OF COVER MUST BE MAINTAINED OVER W/L. MINIMUM OF 3.'OF VERTICAL SEPARATION FROM STORM SANITARY SEWER MUST BE PROVIDED. � 0+50 1+00 1+50 a+oo 2+50 3+00 3+50 SANITARY LATERAL #2 dg -,_s �-�B 5 EXISTING GRADE (TYP,) PROPOSED CLEANOUTT' If 80 00 u 475 It rP RLINE CROSSING 470 470 m 00 'TOP ELEV=466.89 FUTURE CLEANOUT'G o E EXISTING CLE -TOP ELEV=467 55 TOPE EV=463-9S 465 465 470 470 13 'OPOSED 6" WATERLINE CROSSING, PR PROPOSED L465 -IN TO FUTUF EXISTING PROPOSED 6" WATERLINE CROSSING PROPOSED 6" GREASE INTERCI FUTURE 6" SANITARY LATERAL 77 460 INV ELEV=461.o 455 455 oo;� 4S5 INV ELEV=46:L.00 455 It It Q0 Q0 EXISTING W 'L LP ROPOSED 6" SANITARY LATERAL 465 465 450 440 1 GRADE (TYP. 435 15 2zzzw: 5 10 20 46o 430 4 IN FEET 115" RCP inch 5 425 25 H)RIZONTAL GRAPE -IC SCA LEI 50 0 25 50 100 2001 0 420 RCP 455 IN FEET EXISTING 455 I inch 50 ft.i 450 EXISTING LATERAL CONNECTION 450 RCP TO SANITARY SEWER MAIN \ PROPOSED SANITARY 41L5 LATERAL CROSSINGS 445 4:L5 445 WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START {}FTHE WORK. a. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. ]. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OFTHE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 4. DATUM FOR ALL ELEVATIONS SHOWN |NNATIONAL GEODETIC SURVEY. S. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (z'800-5Sa-7onz) 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE & ONE-HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING AFUTURE EXTENSION C)FTHE LINE. g. TREES ARE NOT PERMITTED |NTHE ACSAEASEMENT. zo. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4'2oz4(SENATE BILL 3874WHICH AMENDS THE SAFE DRINKING WATER ACT). ALL FILL TO BE PLACED AT 95% COMPACTION. 2. MINIMUM 3-5'OF COVER MUST BE MAINTAINED OVER W/L. MINIMUM OF 3.'OF VERTICAL SEPARATION FROM STORM SANITARY SEWER MUST BE PROVIDED. � 0+50 1+00 1+50 a+oo 2+50 3+00 3+50 SANITARY LATERAL #2 dg -,_s �-�B 5 EXISTING GRADE (TYP,) If 80 00 u 475 It rP If m 00 FUTURE CLEANOUT'G o -TOP ELEV=467 55 {J . 470 470 465 PROPOSED L465 -IN TO FUTUF GREASE INTERCI FUTURE 6" SANITARY LATERAL 46o 460 INV ELEV=463.00 4S5 INV ELEV=46:L.00 455 It Q0 Q0 FUTURE GREASE INTERCEPTOR 475 470 SANITARY LATERAL YO INV. z 475 EXISTING GRADE (TYP.) PKOPOSED FIR'E HYDRANT ASSEMBLY 1, E �PT�R �� WATERLINEPROPOSED 6" CL. 52 DI NE WATERLI PROPOSED WATER SERVICE 455 STA. 1+33 It / HIM 1+00 I+So 2+00 z+Sn 48o 3+00 3+50 If 80 00 u It rP If m 00 � o rlD {J . EXISTING GRADE (TYP.) PKOPOSED FIR'E HYDRANT ASSEMBLY 1, E �PT�R �� WATERLINEPROPOSED 6" CL. 52 DI NE WATERLI PROPOSED WATER SERVICE 455 STA. 1+33 It / HIM 1+00 I+So 2+00 z+Sn 48o 3+00 3+50 G.V.470 GRADE (TYP,) PROPOSED 6" INLINE 1,3 AUtIYI STA. 1+36 / | r-PROPOSED6"FIRE LINE NORTH -SOUTH WATERLINE 4601 VPROPOSED 6" gofBENO TOBUILDING CONNECTION ` STA. 1+65 | | �,` PR(3PDSED6"5AN[FARY LATERAL CROSSING 0+50 z+oo 1+50 z+oo STR-18 OUT 475 PROPOSED GRADE (TYP.)— PROPOSED 8" CL. 52 DI WATERLIN TEE 1 PROPOSED 8"X6 L470 STA. 0+49 REMOVE EXISTNIG BLOW -OFF TIE-IN TOEXISTING 8"WATERLINE VV|THPRDPDSED21.25OBEND STA. 0+251 465 PROPOSED WATER SERVICE */4"6V. STA` 0+53 |�6V ' � .-,-- / / 2+50 3+00 3+25 475 ---PROPOSED 8'xG"TEE PROPOSED 8"x6" REDUCER PROPOSED 6"X6" TEE STA. 1+03 PROPOSED 6" go' BEND TO PE A BLOW -OFF & VALVE PROPOSED WATER SERVICE PROPOSED 6"SANITARY LATERAL CROSSING � NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03G. Luf 80 1 00 If 475 H rn PROPOSED Ln r4 In It CL 465 465 17 15 2zzzw: 46o 3 115" RCP RCP 455 EXISTING 455 450 0 450 RCP \ PROPOSED SANITARY LATERAL CROSSINGS 445 445 G.V.470 GRADE (TYP,) PROPOSED 6" INLINE 1,3 AUtIYI STA. 1+36 / | r-PROPOSED6"FIRE LINE NORTH -SOUTH WATERLINE 4601 VPROPOSED 6" gofBENO TOBUILDING CONNECTION ` STA. 1+65 | | �,` PR(3PDSED6"5AN[FARY LATERAL CROSSING 0+50 z+oo 1+50 z+oo STR-18 OUT 475 PROPOSED GRADE (TYP.)— PROPOSED 8" CL. 52 DI WATERLIN TEE 1 PROPOSED 8"X6 L470 STA. 0+49 REMOVE EXISTNIG BLOW -OFF TIE-IN TOEXISTING 8"WATERLINE VV|THPRDPDSED21.25OBEND STA. 0+251 465 PROPOSED WATER SERVICE */4"6V. STA` 0+53 |�6V ' � .-,-- / / 2+50 3+00 3+25 475 ---PROPOSED 8'xG"TEE PROPOSED 8"x6" REDUCER PROPOSED 6"X6" TEE STA. 1+03 PROPOSED 6" go' BEND TO PE A BLOW -OFF & VALVE PROPOSED WATER SERVICE PROPOSED 6"SANITARY LATERAL CROSSING � NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03G. Luf ROAD NOTES GRADING 1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PRO,1ECT 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER J. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT OTHER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR To THE CONSTRUCTION OF THE SUBGRADE. DRAINAGE 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCF` WITH A MINIMUM CO VER OF ONE (1) FOO T 2. STANDARD UNDERDRAINS (CD -1 OR CD -2 OR UD -4`S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD CONDITIONS INDICATE. J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A A41NIMUM OF TWENTY (20) FEET IN LENGTH AND HA VE A A41NIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTAION SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLANS. 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE ENGINEER.DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. PA VEMEN T 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, THE DEVELOPER' WILL BE REQUIRED TO SUBA41T FOR ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECTION. 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS PLACED. 3. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION FOR TYPE I, //, OR N PRIOR TO PLACING AGGREGATE BASE. 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS BEGINNING AT THE COMPLETION OF THE INSTALLATION OF THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, THE PUGMILL REQUIREMENT WILL APPLY 5. THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE. 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPACTION BEFORE SURFA CE TREA TWEN T IS A PPL IED. 7 PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT (PRIME COAT RC -250 @ 0-3 GAL./SQ. YD.). 8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS. 9. ENCROACHMENT- POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO NOT ENHANCE A ROADWAY**S CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED WITHIN THE RIGHT OF WAY ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY PERMIT ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTATION MAY BE LOCATED WITHIN THE STREETS RIGHT OF WAY LIST 1: GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONS7RUCTION WTHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXIS77NG ROAD, A PREMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTWENT OF 7RANSPORTA77ON (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT WHERE ANY DESCREPANCIES OCCUR THE REQUIREMENTS OF 7HE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. J. EROSION AND SILTA77ON CON7ROL MEASURES SHALL BE PROWDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR 077-IER 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 J.- 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. Z ALL TRAFFIC CONTROL SIGNS SHALL CONFORM W7H 77 -IE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE N07ED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS 9. ALL EXCAVA77ON FOR UNDERGROUND PIPE INSTALLA77ON MUST COMPLY WTH OSHA STANDARDS FOR THE CONSTRUCTION INDUS7RY (29 CFR PART 1926). ACSA GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE (3) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADIEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). GENERAL NOTES: 1, TK DETECTABLE WAM16 SHALL 8E PROVEED BY TRMICATIM WPM 2, DIXCIOWE 1EALIX&A-3 2=rl VMH S W To ; �CE SM WE1 MOM BY 2 FOOT N LENGTH 94 THE DFTC= 0 e V Myms OF MAI WITH AIA4. USED WIN IftmWANIF THE 1941MER. TYPE A 3, SLOMQ UXIS OF C%R MAY BE P01A%9=VTj�LLy,= RAW PERPENDICULAR FLOM OR By ,,, =,, " SARS, 4, IF IIPMP CWgCCES� &I�TTASIITE OPRM FFOURAOMW SO rHA �L= III rL2D AN PRECAST RAW FLCM PWCAIST CONCRETE SHALL BE CLASS A-4. .&W Ell fmaLWED R`RS AI?e To F No' 5 X D" FLACED ir CEN CENTER ALONG =BOT FLOOR.W-DEPTH OF RAIVRa 1411a" 1211 worItIllp'llp - 15, Cm � CURB " OMER Vuru" 0 cum RAWS - F MAIM ARE #nx;w IN PAYWNT TYPE B 7- elm "IS TO BE ITFO AS 4 TMIW 'ECTED PARALLEL HE Eopr to BE PXZ;IAT CTK%AS 01' W1 W. THE, al WHEIVE14R '" ;WTIZ VWLAM&I'PROPOSED. OR 43011S A. Be LE irop LINES ';�'eTCA' A=SSISLE RM =NT&W. STMLES, MA �m 5LFTRE%7MA9T` PAIN Cgt!ko�TW ALL -al ACC TS FACILITY HAT C BE PM MTERM 41 f0ws MAY BE PtACED ON RAZWOR T WS PIROMED MAT 11W w bp MHER THAN TfMLk SECTIC T&W 2!BM's KAO S Of THE CWRQ�� RIG C THE CONNECTM OF TK MRS OKMG PeAm"MM-1w TO THE Cm� AT *)K , S" AS TOP OF CM IS 4" 3��%%THE HAWIf &A"T TYPE C To 'r A NTRk PARALLEL PA PERPENDICULAR "Repl- OL PNk2,(,C-,fAMKAVY RAFM� F'08 ARM OE,., TRWK t TK W WITH A SKARED USE PATH. 10, TIM, '011F, 'Ile SAM R W1 - 2.4' TWINCATEO-DOME 0 0 0 0 0 0 00 00 0 0 0 0 0 + 0 a 0 0 0 0 a 0 00 0 0 0 a 0 0 0 0 0 0 0 0 0 00000 5OX 65X OF RASE MVETER T6 0.21, 0 0 0 00 00 00000 0 a 0 0 0 0 0 a 0 0 0 0 a a a VMS" PAY LUTS TRUNCATED DOME DETECTAS ,�E WARNING DETAIL TAIL SI�IEFT I OF 4 SKIO� CG -12 DETECTABLE WARNING SURFACE Asova HEV� 71,06 GENERAL NOTES OF TRANsi�MLAT*N LD VW'TATWP 00 QkOAW:PM FROM T,*4L= WA4jL 00*�iwv x -L i�mA vA-1r;0 Rx*t-_5 ww,%ZKMV� woo I�OMTIM 443 Oa�AtTO-Llz A PSS'fAPL�-, $0 -as A$ 44��* MARK TEW' FOAI,11-1� 1,01FIS1 &N PAAAM]m, 4-5., 6�Vfi-111WArh1;0iA"Q2T04"f OWA M011.MN11V11WA'V1'f-k &*D4" 124004 7,4--r-K SM M� ,*aM11tH,PP �XMI�4 POD SAALL Oe 40t ftp- Zr vels, *1511U111 40 LIWO-tmoz PAD I$ �01 t��631 041111�VSMR14141�",T-S� to W"Ft;I%� V451ALLED AIT 10 QKn;3*0 tRM L%#12m, 0FT#,a4, �,VDOT'RO 17,5TONE)INT'N�A #V�� ur tl�d rV45 TH 42 F04F 0 AIR 43� WW$,"N$ 114E FA M� AM' 911�WW FROAh' T AF; AW;W III� 90�4 FACIV to WA fW 04% �SATI AND t1 2" M M# FRQNJ I "Wo I A, � I. OV- FIWI*�XF- W- E*ALIAWA T,0VAJrNMT,5 Z L�Z� 445 WIMOKTADF 901400f 4r #10" kiNTTS = k,&W,1,AsZ 'WTZ*4T OF PED14,= 4r MIDUE = tS = 2,41'La$ -4, Weta-k= 44" OUTTOW P�XaTS,= 2,43% �A$11 W�wg Or pvva 4b%v W WmE Loan 1� -um- U WEZORT OF, PfbZ-RtN-X MY' ��� kJNMT5;� 3-44 'LA�i -4 CAN T FAD* 'A 3t I Uffl4A% FIE T WTTH T+ic- LA� r1f S$40-5 OR k5f%w�lr SmOE-5 TO PAZ54� ow- COIAF� OF IlLca 1-11122, 5,atbutk 25' cmmdabks T,.:),p Urit -1, PAf1,kVE-1aZS, T'�-t 00CWTIAACTOR JAL)S�r Ca4TACT'DAE WAU1. CIES:1-9,4 NOTES: 1) CONTRACTION JOINTS TO BE AT 6' O.C. M MIOM001\6 19n1*14A Y� TuINA OF, 2) EXPANSION JOINTS TO BE AT ALL CHANGES IN DIRECTION AND AT 30' O.C. MAXIMUM. ma rlfT�mn, r-0, FaST:5 'AIV rte tcp or- tH. , AL PRE ECT WHEN V . - W t 3/8- PRE -MOLDED 6'MIN. AD]. TO PARKING 98E"N ADJACENT TO Foslns, /-TO FACF OF 81 DG� Note: 1. Final design of retaining walls shall be performed by a structural engineer and these designs are not part of this set of p! ans. The retai ni ng wal I designs shown on these plans are approximate i n nature and are subject to change with the final design performed by a licensed professional structural engineer. This applies to all retaining walls shown on this set of plans. 2, Contractor shal I notify Collins Engineering with the final designs of the retaining walls prior to construction for verification. 3. The following red! -rock block sizes with respect to the wall heights are an approximation. These values are subject to change with the structurally engineered walls, by others, and are provided for informational purposes only to assist with price and quantity estimations. Wall Heights Above Block Sizes Block Sizes Pronosed Grade Above Grade Below Grade* 0-1.51 28" 41" 0-4.5' 28" and 41!' 41" 0-7' 28" and 41" 41" 0-91 28" and 41" 41" 0- 10, 5' 28" and 41" 601. 0-12' 28", 41" and 60" 60" 0- 13' 28", 41" and 60" 60" *Concrete extension footers for block retaining walls maybe required, This is possible for the entire length of the wall, but is most likely only required for wall heights in excess of 15 feet. An appropriately compacted foundation with backfilled stone and drainpipes in accordance with current regulations are required for the entire length of the walls. 24'-0' 3�-C"5�-O"l 8�-O. 5,- 0 '7 0 1�-O- (TYR) STEEL BOLLARD (INTERIOR) (TYP.) (SEE DETAIL THIS SHEET) (TM) Q) 0" (TYP.) 3t A- BRICK ENCLOSURE TO MATCH 1 -i -PROPOSED BUILDING (8 WDTV X �,�7�-O" HEIGHT) STEITL BOLLARD (EXTERIOR) Q) (TYP.) (SEE DETAIL 7HIS SHEET) 4. DUMPSTER GATE (SEE �2 DETAIL THIS SHEET) 11 A 4 45' CHA 25'-4- DENO TFS 8 C. Y DUMPSTER 6'- 0 I(L) X 5'- 6 -(W) X 6'- 8 I(H) LA YOUT (2 PER DUMPSTER PAD) NOTE- BROOM FINISH 6"x6" W2.lxW2.1 WELDED NOTE: BOTH DUMPSTER WIRE CEMENT ENCLOSURES SHALL HAVE THE BRICK MATERIAL FOR 7" CLASS AJ CONC. THE ENCLOSURE, 7" 21A STONE MATCHING THE BUILDING COMPA C TED SUBBA SE ADJACENT TO THE DUMPSTER ENCLOSURE. DETAIL CONCRETE DUMPS7FR PAD BOTH ENCLOSURES SHALL N07F : CON7RACTOR TO VERIFY KITH ON-SITE HAVE THE SAME WOODED GEOTECHNICAL ENGINEER FOR FINAL CONCRETE GATES AS SHOWN ON THIS DETAILS. DETAIL. CIL GA 7E PIN 10' - 6- 10' - 6" ckf lx6x6 7REATED BOARDS B TED TO IRON FRAME S7EEL BOLLARD (EXTERIOR) (TYP.) (SEE - 16 DETAIL THIS SHEET) .X/ % CANE BOOT 2x2x3/16 ANGLE IRON FRAME DETAIL DUMPS7ER GA 7E DETAIL DUMPSTER AREA NOT TO SCALE 2" SM -9.5 SURFACE 8" 21-A BASE COUf COMPACTEI SUBGRADE '0 sm TYPICAL SECTION CURB and SIDEWALK SCALE: NONE ASPHALT PAVING - LIGHT DUTY PARKING SPACES & DRIVE AISLES NO SCALE 2" SM -9.5 SURFACE C 3" BM -25 BASE COUF 8" 21-A SUB -BASE ASPHALT PAVING - HEAVY DUTY ACCESS ROAD AND TRUCK ROUTE NO SCALE I CLASS A3 CONCRETE (3000 PSI AT 28 DAYS, OR STRONGER) NO. 8 OR NO. 57 AGGREGATE COMPACTED SUBGRAIDE GRADED AND THOROUGHLY COMPACTED SUBGRADE RAIL POSTS 4' O.C.--, TOP OF RAILING TOP OF POST CONC. FOOTER� MIN. SEGMENTED 42" WALL SITE RAIL GRADE I F NOTE: HANDRAILS SHALL COMPLY WITH ALL CURRENT VIRGINIA BUILDING CODE REGULATIONS. Air, 12, " 71' 6,rcddble 7up UKt "-7 -W- 20111 "Unit Larlth 461 .28" REUI-ALOCK UNIT k74" to isf-ak) r- Fence %rt Amhoe To Radi-k&ck Unit &V;m&rr-d Fill �,-, E �Ml Fftvr Faixfnc Owy- Stww, W, [,,*- 2aw�ulpr -*-I ALTERNATE FENCE POST DETAIL C?Not -to -5-1e) M 0 0 0 000,�j n o,�o o *000o 4 " Mi�, 90000 00 Q 0 0 0 0 VDOT #57, #68 OR #78 STONE BASE 6" UNDER CURB. S7ANDARD CG -2 NO SCALE 2" SQUARE GATE FAIL POSTS SHALL BE 4' O.C. POST (TYP.) FENCE RAIL GAPS SHALL HAVE A 4" MAX. MAX. GAP OF 4" & TOP OF RAIL GAP AT WALKING SURFACE SHALL BE I A MIN. OF S-6" IN HEIGHT. #Un 12' WbOT Nb,� ST Stmia a eve: 040 a -h = 46' 20',41' or-60,'Red.1-Rmk Unit -J' Pe-rfarst-rsd Op,mn Tnirft oir MaK 4G1 OX. 1,4atz,h Out glock - br�dm to 1�,myfTqht MAIN DETAIL (Not -to 5cak) Fcnce� or Hqndrafl Post W� Sleave-It Fence Post 5lystem Max, $tee h ve-lt 12" Die, x 2*'Oqf Oout Fill After Post Imt.,allation w/ Min 8,000 pgi 6rout P - VC Coated 5trut PVC Coated Cantiley-,r Raim; SILEEVE-IT FENCE -POST DETAIL (Wt toScale) 1 Y8" x 0.70" ALUMINUM FOREST GREEN TOP RAILING (TYP.) I %" SQUARE FOREST---' '�'�V' SQUARE FOREST GREEN 4" MAX. GREEN ALUMINUM SITE GAP PICKET (TYP.) ALUMINUM SIDE WALLS WALL (TYP.) NOTES: 1. GUARDRAILS ARE REQUIRED FOR DECKS, PORCHES & WALLS ELEVATED MORE TOP OF SEGMENTED RETAINING WALL THAN 30` IN HEIGHT. GUARDRAILS MUST BE A MINIMUM OF 42" TALL. w/ GEO-TECH. REINFORCEMENT. FENCE 2. FASTENERS SHALL BE POWDER COATED #10 STAINLESS STEEL THROUGHOUT. POSTS SHALL PENETRATE IIST LAYER 3. ALL WORK SHALL COMPLY VATH VIRGINIA UNIFORM STATEWIDE BUILDING CODE. OF GEO-GRID 4. PLANS APPROVED FOR PERMIT SUBJECT TO APPROVAL OF CONSTRUCTION. 5. RAILING SHALL WITHSTAND A CONCENTRATED LOAD OF 350+lbs AT A MINIMUM. 6. ALUMINUM ALLOY SHALL WTHSTAND A MINIMUM PRESSURE OF 35,000ps! THROUGHOUT 7, PICKET SPACING SHALL BE 3 3V WIDE. SCHZMATIC OF RM"AliVIM! K4LL R -41L P.9T,4ZL NOT TO SCALE CR -2 7A GR 2,2A SLOMOUT FOR CONCRETE POST POST WAY BE HOT HOLM) OR WELDED. To BE cot 10 M, POST 54WE To PIREVENT 2COCK0141 FROM aCTAT14C. aw 90 PAREWHEVS 10CATE, FRAWMS, ME BLOCK OR TREATED PINE MATEk*, 9L= 09 7-t +V411) RECMED 4-MuEs VATEMAL, T 7-7 t I I 1 4 *4 DEFOftED SLOCKOUT FOR MAINTENANCE, P"2�1SIT's,&1!e TRfATEO M KMK OR HEIGHT OF POST REPAIR ONLY X 2 7,Y4 MIN 28Y4" MAX R AIL HEIGHT -2 MATERIAL X, LESS THAN V-0:1 GR -2A GR ijII.IA VAOW,) HOLES.TT) W-4" POST BPACNG) IN POST MM %A1 MAX DYNANIC OEFLE(;�tDI4 M�YCLVD UYNAWC MFMMON 2, STRONG CRAWER v, WTERtk TOP Y- C -C POST Y4X8.,5 OR 461-91 POST, HEQWED MAY, HE TH OF P ST AT T VINI � I TO FACILITATE T F OR, DETAIL A ALL kI ALL, COKRETE SHALL BE CLASS A3. T GUARDRAIL INSTALLATON AND SITES REQUIRING LONGER IDIA CONCRETE POST $TEEL POV 'B-,+, GUARDRAIL POSTS. zo%k LOCA'a's SHOWN ON "r, AIT APM04MATC CAN BE ADAIST--0 DWRG CrAiSTNMTON F MV NOTES: AS DMCTrD BY TW- ERMWEIT, TO BE OALVANIML FOR DETAILS Oi POST AM SLUCAOUITS SEE SHEET NO. 501,05. k AII T S, AM OTHER ,lap & WASHER r"R IT"ILSOVAIL EIEICIIWAI-�.IPI,49 JQINT� MD WA. E S ET 2, ALIERWC TYPE POSTS MQ BLOCKOLIf. MAY ASSO&ATC0, 501.01AM, 50W2, BE INTERCHANGED ON ANY CHE PROJECT WITH IfT WSTRCTION THAT 14C $AWE rfM OF m ELUffuMfu"Ofist, U P CLIRV, 0 fof� Rpm POST K USED IN ANY SHO MTIN915N 5 FLE T, 8CLT ALL GUAROPAII. POSTS SHA44 BE SET PUMD. PQ HOLE HoLE 4. FOR DETAILS OF GUAM'& SEUMTSELME JNKT6a.AA - SEE Nt�t A Q� .�WAAE.,Elr SET AAD ALPONED *T�"T ALIERAM44 OR F04K ER CALY. STEEL 10D �9 SECT" OF THE SPECfICAMNS. 00,W NAN. CALV.STVIEL W SE 't 14 TREATED 4� 'HE "ER AT A 5. P#E GLO"x N1L R.T.aA. IF04ACAL ALL OR -2 A TMED I'M 1'"� �' E ?W 0.1rM. 121101 BE Resnrtg 0 Z�T��A,RAL E N PVCHT OF 2aM8AeMtEA%KD KR TREATED F nsy ID E 114TIR, AM P44C OL" 61 ��I) WDIAN U09R (ZS OR ANG 10 ACCEPT THE ENGINEER. AN AL SKALL SE LAPPED' It', Tj�-' CWCT*N OP SLOCKOMUT. FOR ftfc FINISKD RIOA"Ay� WITIRN sOuTwERN r"NE- b S. SIDES 120%j W. kkl� SOLT is INSTAk"O. SLOCKOUT t$ CRT POST WOOD POST ROUND WOOD --------- XV00T STANDARD BLOCKED -OUT W-13EAM GUARDRAdL XV00T ROAD W ".D(;E SYAWARUS STANDARD BLOCKED -OUT. W -BEAM GUARDRAIL 9000 AND WWGF. SMOPMS� _Ryw* OATE (STRON 221 2 of 2 ,G POST SYSTEM)� 221 236 (STRONQ POST SYSTEM.POST AND: 13ILOCKOUT DETAILS) r s 7/0 -506 ROX�A DEPARTMENT OF TPANSPORTATiON, $05 VACNA DEPARTMENT.OF TJRMSPORTATION r So,- o7k SCOTT R. COLLINSZ Lic. No. 035791.1--- k' "' " I / '�S NAL �wj C01�5;15t`-QF _ALL vrzn-� r,17 $Tma Nr - 111W A MQ (ANfX 5#4-114i A5 thil Qa�Z� SCALE: 1 )P=5) (V) FACE OF WALL AT BOTTOM sl�� �5m 90 et I. 00k6e P ousslw.- XWH 11w 1 "=50' (H) 1,04rp, 1540c' EDGE OF BACKFILL v 21 1 tx�H 2m, 40- . F WIM, 4 0-10 GA -INSTALL FILTER FABRIC FACE OF WALL AT TOP BETWEEN BACKFILL A f�%WATORYk-AiTF TAM -AW - " *4 � �, pz�. STONE AND TOP SOIL 5rQNr_ COPWACT'10N rt��r-5 4:AW S� WA17*114 SEE DETAIL ON THIS SHEET HANDRAIL POST DETAIL Of MSVIVII CA 00 SEE DETAIL ON TH I SEE DETAIL ON THIS FP4 gr QPL SHEET FOR 18" HIGH x4l" SHEET FOR 18" HIGH x4l K*a*okm F14 -L SKI%L-1 0 KIACM 04 SAWHI UFTS,M40 LONG REDI-ROCK MIDDLE UNIT LONG REDI-ROCK compo==D (TYP.) J z PLANTER UNIT QN'M:5TS, f UL nawAcnm I 6"SETBACK 10'- 20' W1 �04 a MtT ef tw. WAU SH kl..� 1W, LIW#,, F, t to NAN6 - FOR PLANTER -#51 STONE. 12" f;�RA,t5a BLOCK MIN. BACKFILL 16" 04" DIA. DRAIN PIPE. 4' LAYBACK DRAIN TO DAYLIGHT. ANGLE TYP WEEPHOLES 40' O.C. 11" SETBACK 2 \ '.10,0 F" WZTH� DR, t"04i4i FR�Iwl THE TOP 0t 11'* WIAU� BETWEEN --COUNTERSINK BOTTOM AM TO IZQ-,;1S'rAkAH QAOFALOW 1�4 aD K' SMLL COW2-cT GF, FACE OF WALL AT BLOCKS (TYP.) BLOCK 12" BELOW 04"-"t�te lrvmo PRM OF 0F$P:ZS M 1:�nlep BOTTOM SHALL FINISHED GRADE & ANCHOR wll= At* WT TM, ffilll�"Vm �" 5f-I�Ap v'RowRt ABUT SIDEWALK 41 " (I YP. I INTO GONG. SIDEWALK YA"I " AS QU14 _TKeD,04 T�� COMPACTED VDO '12 PETAM14ED 5011L 11,49rE 4- STD. #21A STONE. 48" -1 �1.0 000-0411a,.4- 5,1HAU-ae roo� A w�n �ww ar"m cF MIN. 12" LEVELING PAD mm OR 004AW w5l* D,169e)- 0CWPACIVN T ESTS ��"&JL NOTE: ,3:KFT OF WALL - 1. CONTRACTOR SHALL CONSTRUCT THE RETAINING WALL SUCH THAT IT DOES NOT DISTURB THE ADJACENT PROPERTY. 500 0,-"1 2. THE RETAINING WALLS CANNOT DISTURB THE UNDISTURBED BUFFER "40W AWAY FkC* *At,4. AT C�* OF $A04 9�AY V, AUM0 FOR A FOOTING OR REINFORCING GRID. IF REQUESTED, DETAILS WILL BE 'NAIt4 UAMA(W* 7HIF WAIA, WRZX VNIMR, Ca -4S TkLXT14t�� PROVIDED WITH THE RETAINING WALL BUILDING PERMIT APPLICATION THAT 04 AW 6"UrM, F'*rr,#AEKT', SHOW NO DISTURBANCE OF THE BUFFER WILL OCCUR. CIO TIM SK4U.,K 2040 lf,Sl TE� AND 5ML my" OR o LQA4V46, ARE rAtFfEFOt1�7 TI -AN TH� DRWAT4a5 ANDe 11-91� W"i�N 1-11122, 5,atbutk 25' cmmdabks T,.:),p Urit -1, PAf1,kVE-1aZS, T'�-t 00CWTIAACTOR JAL)S�r Ca4TACT'DAE WAU1. CIES:1-9,4 NOTES: 1) CONTRACTION JOINTS TO BE AT 6' O.C. M MIOM001\6 19n1*14A Y� TuINA OF, 2) EXPANSION JOINTS TO BE AT ALL CHANGES IN DIRECTION AND AT 30' O.C. MAXIMUM. ma rlfT�mn, r-0, FaST:5 'AIV rte tcp or- tH. , AL PRE ECT WHEN V . - W t 3/8- PRE -MOLDED 6'MIN. AD]. TO PARKING 98E"N ADJACENT TO Foslns, /-TO FACF OF 81 DG� Note: 1. Final design of retaining walls shall be performed by a structural engineer and these designs are not part of this set of p! ans. The retai ni ng wal I designs shown on these plans are approximate i n nature and are subject to change with the final design performed by a licensed professional structural engineer. This applies to all retaining walls shown on this set of plans. 2, Contractor shal I notify Collins Engineering with the final designs of the retaining walls prior to construction for verification. 3. The following red! -rock block sizes with respect to the wall heights are an approximation. These values are subject to change with the structurally engineered walls, by others, and are provided for informational purposes only to assist with price and quantity estimations. Wall Heights Above Block Sizes Block Sizes Pronosed Grade Above Grade Below Grade* 0-1.51 28" 41" 0-4.5' 28" and 41!' 41" 0-7' 28" and 41" 41" 0-91 28" and 41" 41" 0- 10, 5' 28" and 41" 601. 0-12' 28", 41" and 60" 60" 0- 13' 28", 41" and 60" 60" *Concrete extension footers for block retaining walls maybe required, This is possible for the entire length of the wall, but is most likely only required for wall heights in excess of 15 feet. An appropriately compacted foundation with backfilled stone and drainpipes in accordance with current regulations are required for the entire length of the walls. 24'-0' 3�-C"5�-O"l 8�-O. 5,- 0 '7 0 1�-O- (TYR) STEEL BOLLARD (INTERIOR) (TYP.) (SEE DETAIL THIS SHEET) (TM) Q) 0" (TYP.) 3t A- BRICK ENCLOSURE TO MATCH 1 -i -PROPOSED BUILDING (8 WDTV X �,�7�-O" HEIGHT) STEITL BOLLARD (EXTERIOR) Q) (TYP.) (SEE DETAIL 7HIS SHEET) 4. DUMPSTER GATE (SEE �2 DETAIL THIS SHEET) 11 A 4 45' CHA 25'-4- DENO TFS 8 C. Y DUMPSTER 6'- 0 I(L) X 5'- 6 -(W) X 6'- 8 I(H) LA YOUT (2 PER DUMPSTER PAD) NOTE- BROOM FINISH 6"x6" W2.lxW2.1 WELDED NOTE: BOTH DUMPSTER WIRE CEMENT ENCLOSURES SHALL HAVE THE BRICK MATERIAL FOR 7" CLASS AJ CONC. THE ENCLOSURE, 7" 21A STONE MATCHING THE BUILDING COMPA C TED SUBBA SE ADJACENT TO THE DUMPSTER ENCLOSURE. DETAIL CONCRETE DUMPS7FR PAD BOTH ENCLOSURES SHALL N07F : CON7RACTOR TO VERIFY KITH ON-SITE HAVE THE SAME WOODED GEOTECHNICAL ENGINEER FOR FINAL CONCRETE GATES AS SHOWN ON THIS DETAILS. DETAIL. CIL GA 7E PIN 10' - 6- 10' - 6" ckf lx6x6 7REATED BOARDS B TED TO IRON FRAME S7EEL BOLLARD (EXTERIOR) (TYP.) (SEE - 16 DETAIL THIS SHEET) .X/ % CANE BOOT 2x2x3/16 ANGLE IRON FRAME DETAIL DUMPS7ER GA 7E DETAIL DUMPSTER AREA NOT TO SCALE 2" SM -9.5 SURFACE 8" 21-A BASE COUf COMPACTEI SUBGRADE '0 sm TYPICAL SECTION CURB and SIDEWALK SCALE: NONE ASPHALT PAVING - LIGHT DUTY PARKING SPACES & DRIVE AISLES NO SCALE 2" SM -9.5 SURFACE C 3" BM -25 BASE COUF 8" 21-A SUB -BASE ASPHALT PAVING - HEAVY DUTY ACCESS ROAD AND TRUCK ROUTE NO SCALE I CLASS A3 CONCRETE (3000 PSI AT 28 DAYS, OR STRONGER) NO. 8 OR NO. 57 AGGREGATE COMPACTED SUBGRAIDE GRADED AND THOROUGHLY COMPACTED SUBGRADE RAIL POSTS 4' O.C.--, TOP OF RAILING TOP OF POST CONC. FOOTER� MIN. SEGMENTED 42" WALL SITE RAIL GRADE I F NOTE: HANDRAILS SHALL COMPLY WITH ALL CURRENT VIRGINIA BUILDING CODE REGULATIONS. Air, 12, " 71' 6,rcddble 7up UKt "-7 -W- 20111 "Unit Larlth 461 .28" REUI-ALOCK UNIT k74" to isf-ak) r- Fence %rt Amhoe To Radi-k&ck Unit &V;m&rr-d Fill �,-, E �Ml Fftvr Faixfnc Owy- Stww, W, [,,*- 2aw�ulpr -*-I ALTERNATE FENCE POST DETAIL C?Not -to -5-1e) M 0 0 0 000,�j n o,�o o *000o 4 " Mi�, 90000 00 Q 0 0 0 0 VDOT #57, #68 OR #78 STONE BASE 6" UNDER CURB. S7ANDARD CG -2 NO SCALE 2" SQUARE GATE FAIL POSTS SHALL BE 4' O.C. POST (TYP.) FENCE RAIL GAPS SHALL HAVE A 4" MAX. MAX. GAP OF 4" & TOP OF RAIL GAP AT WALKING SURFACE SHALL BE I A MIN. OF S-6" IN HEIGHT. #Un 12' WbOT Nb,� ST Stmia a eve: 040 a -h = 46' 20',41' or-60,'Red.1-Rmk Unit -J' Pe-rfarst-rsd Op,mn Tnirft oir MaK 4G1 OX. 1,4atz,h Out glock - br�dm to 1�,myfTqht MAIN DETAIL (Not -to 5cak) Fcnce� or Hqndrafl Post W� Sleave-It Fence Post 5lystem Max, $tee h ve-lt 12" Die, x 2*'Oqf Oout Fill After Post Imt.,allation w/ Min 8,000 pgi 6rout P - VC Coated 5trut PVC Coated Cantiley-,r Raim; SILEEVE-IT FENCE -POST DETAIL (Wt toScale) 1 Y8" x 0.70" ALUMINUM FOREST GREEN TOP RAILING (TYP.) I %" SQUARE FOREST---' '�'�V' SQUARE FOREST GREEN 4" MAX. GREEN ALUMINUM SITE GAP PICKET (TYP.) ALUMINUM SIDE WALLS WALL (TYP.) NOTES: 1. GUARDRAILS ARE REQUIRED FOR DECKS, PORCHES & WALLS ELEVATED MORE TOP OF SEGMENTED RETAINING WALL THAN 30` IN HEIGHT. GUARDRAILS MUST BE A MINIMUM OF 42" TALL. w/ GEO-TECH. REINFORCEMENT. FENCE 2. FASTENERS SHALL BE POWDER COATED #10 STAINLESS STEEL THROUGHOUT. POSTS SHALL PENETRATE IIST LAYER 3. ALL WORK SHALL COMPLY VATH VIRGINIA UNIFORM STATEWIDE BUILDING CODE. OF GEO-GRID 4. PLANS APPROVED FOR PERMIT SUBJECT TO APPROVAL OF CONSTRUCTION. 5. RAILING SHALL WITHSTAND A CONCENTRATED LOAD OF 350+lbs AT A MINIMUM. 6. ALUMINUM ALLOY SHALL WTHSTAND A MINIMUM PRESSURE OF 35,000ps! THROUGHOUT 7, PICKET SPACING SHALL BE 3 3V WIDE. SCHZMATIC OF RM"AliVIM! K4LL R -41L P.9T,4ZL NOT TO SCALE CR -2 7A GR 2,2A SLOMOUT FOR CONCRETE POST POST WAY BE HOT HOLM) OR WELDED. To BE cot 10 M, POST 54WE To PIREVENT 2COCK0141 FROM aCTAT14C. aw 90 PAREWHEVS 10CATE, FRAWMS, ME BLOCK OR TREATED PINE MATEk*, 9L= 09 7-t +V411) RECMED 4-MuEs VATEMAL, T 7-7 t I I 1 4 *4 DEFOftED SLOCKOUT FOR MAINTENANCE, P"2�1SIT's,&1!e TRfATEO M KMK OR HEIGHT OF POST REPAIR ONLY X 2 7,Y4 MIN 28Y4" MAX R AIL HEIGHT -2 MATERIAL X, LESS THAN V-0:1 GR -2A GR ijII.IA VAOW,) HOLES.TT) W-4" POST BPACNG) IN POST MM %A1 MAX DYNANIC OEFLE(;�tDI4 M�YCLVD UYNAWC MFMMON 2, STRONG CRAWER v, WTERtk TOP Y- C -C POST Y4X8.,5 OR 461-91 POST, HEQWED MAY, HE TH OF P ST AT T VINI � I TO FACILITATE T F OR, DETAIL A ALL kI ALL, COKRETE SHALL BE CLASS A3. T GUARDRAIL INSTALLATON AND SITES REQUIRING LONGER IDIA CONCRETE POST $TEEL POV 'B-,+, GUARDRAIL POSTS. zo%k LOCA'a's SHOWN ON "r, AIT APM04MATC CAN BE ADAIST--0 DWRG CrAiSTNMTON F MV NOTES: AS DMCTrD BY TW- ERMWEIT, TO BE OALVANIML FOR DETAILS Oi POST AM SLUCAOUITS SEE SHEET NO. 501,05. k AII T S, AM OTHER ,lap & WASHER r"R IT"ILSOVAIL EIEICIIWAI-�.IPI,49 JQINT� MD WA. E S ET 2, ALIERWC TYPE POSTS MQ BLOCKOLIf. MAY ASSO&ATC0, 501.01AM, 50W2, BE INTERCHANGED ON ANY CHE PROJECT WITH IfT WSTRCTION THAT 14C $AWE rfM OF m ELUffuMfu"Ofist, U P CLIRV, 0 fof� Rpm POST K USED IN ANY SHO MTIN915N 5 FLE T, 8CLT ALL GUAROPAII. POSTS SHA44 BE SET PUMD. PQ HOLE HoLE 4. FOR DETAILS OF GUAM'& SEUMTSELME JNKT6a.AA - SEE Nt�t A Q� .�WAAE.,Elr SET AAD ALPONED *T�"T ALIERAM44 OR F04K ER CALY. STEEL 10D �9 SECT" OF THE SPECfICAMNS. 00,W NAN. CALV.STVIEL W SE 't 14 TREATED 4� 'HE "ER AT A 5. P#E GLO"x N1L R.T.aA. IF04ACAL ALL OR -2 A TMED I'M 1'"� �' E ?W 0.1rM. 121101 BE Resnrtg 0 Z�T��A,RAL E N PVCHT OF 2aM8AeMtEA%KD KR TREATED F nsy ID E 114TIR, AM P44C OL" 61 ��I) WDIAN U09R (ZS OR ANG 10 ACCEPT THE ENGINEER. AN AL SKALL SE LAPPED' It', Tj�-' CWCT*N OP SLOCKOMUT. FOR ftfc FINISKD RIOA"Ay� WITIRN sOuTwERN r"NE- b S. SIDES 120%j W. kkl� SOLT is INSTAk"O. SLOCKOUT t$ CRT POST WOOD POST ROUND WOOD --------- XV00T STANDARD BLOCKED -OUT W-13EAM GUARDRAdL XV00T ROAD W ".D(;E SYAWARUS STANDARD BLOCKED -OUT. W -BEAM GUARDRAIL 9000 AND WWGF. SMOPMS� _Ryw* OATE (STRON 221 2 of 2 ,G POST SYSTEM)� 221 236 (STRONQ POST SYSTEM.POST AND: 13ILOCKOUT DETAILS) r s 7/0 -506 ROX�A DEPARTMENT OF TPANSPORTATiON, $05 VACNA DEPARTMENT.OF TJRMSPORTATION r So,- o7k SCOTT R. COLLINSZ Lic. No. 035791.1--- k' "' " I / '�S NAL �wj LU I r, tD cy) Z CN BREM ce) Ix CN W W > UJ Z IMEM LL! 0 < LIJ 0 CL UJ 0 U) 0 j W LLJ Z U) 0 C) czi L.LJ 1�� V) p -.j LLJ 0 C) F- 0 0 C) (D (t) U) X U , Q) 0 C Q) LU E 0 0 LL, .2 0 0 C) 0 0 > X U) UJ (n -0 Q) UJI UJI E 0 UJI 0 JOB NO. 092029 > SC I F AS NOTED SHEET NO. U) 6 J-- a LU I r, tD cy) Z CN BREM ce) Ix CN W W > UJ Z IMEM LL! 0 < LIJ 0 CL UJ 0 U) 0 j W LLJ Z U) 0 C) czi L.LJ 1�� V) p -.j LLJ 0 C) F- 0 0 C) (D (t) U) X U , Q) 0 C Q) LU E 0 0 LL, .2 0 0 C) 0 0 > X U) UJ (n -0 Q) UJI UJI E 0 UJI 0 JOB NO. 092029 > SC I F AS NOTED SHEET NO. U) 6 J-- / I \ a._ PLANT SCHEDULE I \ County ofAlbt,marle I I TOTAL I I I . H 0 fonservatloirPlaft Chteklist'-'To Ibe phwed an Latiduape Plan s A / / I . I SYM BOTANICAL COMMON NAME \ "I � e �. I 1. � SIZE CANOPY (sf) — (ILindbook pp , -"4-111-297 for 6fiifAeto sp"ificatigm) �1,ry : . 1. \ LQUANT , M J � I � _ITY I COVERAGE (sf) 'i \ � I I / / \ I. T -Le folly0og-lklys, "I he 3�hgmA,gv. (bg ah". �., - e 1 TREES 6 � I I : 0 - El Tyq(.- to tw- wed; .1, <, ) � I / x . � . . - � 1, . I V_A - 10 4 �� 1� i 6 1 AIR JACER RUBRUM I RED MAPLE I 11 1 4,972 _71 ` . , " , I I? , I � 1� /�� El Liuri%of dearl-ag Coutside diiplirie of trees to beaava(t).. I ��,,\ /,%', -11 6 I . I � 12-1/2" cal. 1 452 SCOTT R. COLLINS, I , / / . I I I FOLIA ILONDON PLANETREE 12-1/2" cal. I 0 _� v Lc��ca�c�natidtyp�,ofpi,otee�,iv,o,f�it,�i'tig, ', " 1 6 1 / PA 1PLATANUSACER11 397 1 13 1 5,161 ' - I ., %, � . I I . � 11 , I � . I I - C-) Lie. No. 035791 111- U 61ade,ilaap,,es,requjdngitve,w.�llsorvMLs;, _", ,,',�, . Z �) 1� � 11 I 0 Pl,,Poze,,dtivnQhiiigorWntAoijiigb:�,voiidtto)iuiit.�,ofeleitiRg- �,� /'l I � � ' - I . I ,, 1. I.. I 11 I / UN DERSTORY TREES 16 ! - A 11. " � / I .� I � ;pl - 41foll, 40� 7 / � I �� , .1 I � AG JAMALANCHIER x GRANDIFLORA SERVICEBERRY 6-71 ht. 130 9 1,170 OA 11 . � / e ; 2-.! / � I I I . : , ' UAil tpe-esiol saved �lhalibein,twv�,it'lipTutt:ofribbQyj,�t,altoi,,i��lete�,I-iyvi�,.ibl��.t�Q,�'qui.pal.ell(i?PCT,a.to,�,,;, ,;,,I ,�,,\ I / 1� // :,. I I . 11 , � . I I I , , � 1 IC -71 ht. 99 9 0 ,, ii ,� _t I 11 �l � 11- - ---'-� has been inm,ted an � d --roved I- a C'--', fvuso�-tor. -�, " \ / . I 11 ,� / py I PRUN US YEDOENSIS YOSHINO CHERRY 6 891 10XAL !�W I rl— �j5, 11�11 116 - ,,�, , . I I ! I I I I I I �'��,�'Cl �',� ,�? . __ I , . / I , EVERGREEN TREES , - . � I I 1, fl, � 11 3. lm&gmume9gu cgd,mlteg; / I / / . / . � �' ,� �`�' I I � I �. ' V Trei.pt-�.�gmafj.c),Ilailcipaiecoolwin,"Vwsswlt)tTovil�'wed-�%,itbtit��(,,onig-ilf-torol�.3it��,- �� e' ��- I � . I / / .. ". � I IN ILEX X NELLIE R STEVENS N ELLIE R STEVENS HOLLY 5 -7' ht. 1 44 1 16 704 11 I I I T p" — " I __ , " . , , , fi, . I 1 .4, Equhment Operation and Storajgo� " T � I � I / I IVIG MAGNOLIA GRAN DiFLORATITTLE GEM' LITTLE GEM MAGNOLIA �26 _8' ht. 1 54 1 26 1,404 . , � � .. �. I / . L — it I e, ,�',"' I � � � � I -1 I / 1. �l 11 I ,- ,/ ' Z ' SHRUBS I -aff f vgaoil shalt not be perrailted within Lie driplinea of tte� � ,. , I ____lQqll I I " V Ew,y. txjmp iorit vohiWar ti i� and of (�Oustvxivtion mat4pi�& inelud / �_ / 1 1 7 - . I t , ,/ . . z I � I � I to be saved , / / I . 1. I � . . � �l - .1 � � , I I j � - I .� �_l I � 11 I , I , , - I I/ lll� "", I . , I - 91" I I 0 " I � � 1) , C� I ,_� I �Z ILEX CORNUTA'DWARF BURFORD' DWARF BURFORD HOLLY 36" ht. min 14 210 . I 1, I .. � I 5� 301IL12skma" �UUHWUII: kamtka Dulm, I _� �, , ,,, I I 1. I � �l '� ".. .1 z I � I 1 1 � I , I I I I _� � I'll IC is _ , I -�� � 1. '. I I ,z "", .1 10 St6li�de7.��ices.-4ioli.nllt&tv,m,Ayalt�d:irtc,Vjqffed. - � .. �, � � - / I I " I I I . I , I . I y F_ I 'lz "� I ,'� __ .. 1 I " I OF OSMANTHUS x FORTUNEII ,---- � _ � �� � "'� I "z I . . , jcol�v_ " . I 1-1 . " FORTUNE'S OSMANTH US 36" ht. min 99 15 1,485 I --- 11111 h� . I I I I - 16. .� I I 1; I �. . _�' ,� "I ,� , I � �l ,---" "I Z11 11 111. - � � : I 11 I - .:, - " 11 I TOTAL CANOPY 15, 997 :� I— _ 11 . I I I ". - - .1 7777�., - ZI vires are not pertnitted wi"n lc* feet of tlip,dripline.af treato be'saved: , 11- _____ 1�-- � � "All 1, V) . ... ... . � . ; � EXISTING TREE TO REMAIN ':.,:,:..:: I ��: - i I I I I-) I "I � 11 ,.� �-<C.�6_lr .. I I.. I... I : _� � : :� � : �:,: * .,.. ,.. ,.... 1: - . . I I I 11 - . � 1. I � ... . . 1. I I I "��,::��:.:�::�: , :.. I .". I . 1, . . "I .� UJI Notes , . I , � . 11 ��� �:�:::�:. � I I.. I., � (4) MC7,-----" " cape No 3; I I . .. _ . � � , i I � ") , ��, ,��, i .11 . I � .*..* . � .... /1*11 ". ,-"-- CALCULATIONS: I I ) � � 1. , _ , � , I . ., / 4 � 4, — : I — : . ..... ... ,�. , _ 7. 11!7!2t� Uateti*: � I 1. i ,�< ,f, "' / 1. ... _ I _____ Lands tes ge�� Nvitbir, jQ(),f.vvj of the (hipfine oftree,, to 6,s,aved- , -- �-,�, -croll , " I El ToNie,matedals,shaji not be , 1 . I ) ", ",, ".." . I I r,m�' � I - ; : :f. , .. .11 .1 I., I � I .. N, Rmtg4tv0,Vclm,Nz , ,� I I �l � r_. : . � , I .1 .. I I �� . " / � . , _ .1 . .. I .. I I I � I I .1.111.1 I - I I \ 2: U.) ,� I 't , I I o- ,-, - - .- b. : . . . I ... . :, �: . a activity shah be promted by f�trcirig. •. 11 ;Iy ,k�',,'!� "� "" I � '. ".,:, , .l... 1. � I 11.1�1,1:�� . I ..... , . I . I . .1. \ TOTAL SITE AREA (3.82 AQ: 166,229 SF 0 f - Z) Tre,s�tobe,Main,adwitliin4Ofe,;,tofapropc��edbugdir4o.rgi�adit)L o, �, - ���: � �� ......... . , * ') .1 � , 11 '14: ,� I � . . ... I . .. 11 1, I �� , ., � I � , � I , I , , _..:� �.. Ill" , - t5 I � . 1-1 I I I I � I I I �,_" I � _�_ . , 1. . I - I � ''.,. .11 . 1. - , �, �s / I � -11 ..Of'..� �. � �, �. '�' .:,."0:'... I I I". � .. . I ��,, I ;T P, I I I I CANOPY RE E. u z Q F��a6ug,�Ixallbein,oaconn�Jsti�114�iii,RP�,�,tedaild4p,l)r,a,�edl)Y�ii7�pkM�,yIll!�pc�,tor,pii�)rtomdijigo,i-,x�iisirootioll, 1, �_, y j4r ��_00.0_.o - 7,rl�. i .: 111. 1. ALL TR HALL MEET THE SPECIFICATIONS OF THE I , 1, , ., ., 11 , �, j�04G SIE- I . z I . I I I . � 11 �_, I... I . ,:�..�:: .,:" '_: � -1- . UJI I . � , �. ... � / . . I I - I .. � , � I.." � I I - 1� I I � PY: 15,997 SF 0 , . , . I I � Ill.- ' .7T, �: 71 ,__ , . I . — . I , I I �_ EXISTING TREE CANOPY' 6,055 SF < 2_ 57 , I - . I . I I � I,V, -. � ... I I '', I I '' 1, 11 BE DONE IN ACCORDANCE WITH EITHER THE STANDARDIZED LANDSCAPE 1 . . , .1 � ... I. � " - ; . 11 .. I Q, Alvilctithe �;fowld level must bolui�'Od withit) the tw -,plutiuOull data � I � , / I :.�. � , .. . ': �- , lk�, � - . .,� / I , I .... 1. I �'l - , TOTAL TREE CANOPY' 22,052 SF - / I N..,.. . ..�.:, - 6i5y, : �,,;�;, :::: t'll,r . � .. — I 11 . L ,�e _ 1.) /I. � I � F �ANb:P'A -I —1. � - 1 7 1 1 1 : ,_:'__.".,._ .. ''.,:,...'',�...,.'',�'"'.:..,.�., ��,� K, -, r_ 9, TiRewf4tvt I I -""',�,r`,�', 11`�- ,�'.,�:� I :B0 FE - .�� D.--� � ; - AMERICAN ASSOCIATION OF NURSERYMEN. THE PLANTING OF TREES SHALL �CtL't�,�-av�-d�aft,���,;,�l'i�ItAlallt-.'P�,o�'Vid�41mi�1-4�� . I , ,� , 1,'� , . .'', � N � 1. ID . - . . %uh"Iteetforapprom" - i . , **, , I / , � I . ... 6:.- � - - 1!1" , �l . 11 , q , ��_�,:,�� .... . ." Fj 2: u . . 1-11 � " ,1� �lv , 1� I ... I - e 1.4..'' .� .:::: EXISTING TREELINE // ASSOCIATION, THE VIRGINIA SOCIETY OF LANDSCAPE DESIGNERS AND THE < �, ) -11 , , e -- - - - - . / � ''I TOTAL PARKING LOT TREES REQUIRED: ' U' "' I . , ,� . 11 �� �� 11 �� I . , 10. TreeWaRx-1, , �r � �� � �l , , I li 'l ,, � I _ _,_�,_---/� -1 ... 1. I �.. j- � �.. 1. 1. I ..�11... ".., '1�1 I......::: ,::�..',,��.I . � 1. .0. ", " ' � I I I ..:''`f . I � 1. I - I . I .1, , � , . � 11 % '_ Ll , - ! , I I I I 11 I VIRGINIA CHAPTER OF THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS, Z 4 whell#iegrmiadieve rullst�be lolvmd within the driplitra a tree t��be wved, a nve vvAl stiall be,, provi d- and a ppilstruetioaddA i $_I�l , '3"_,"L_�_ , �j�_ , I : ........ )?";, ;-,_� � / , .. 1. I lz PARKING SPACES: 124 Ck V3 A .. � � Ae , I � �� _L��_�A� — _-7f:��z ,". ; / . 1. � * - I I. I ". .1 OR THE ROAD AND BRIDGE SPECIFICATIONS OF THE VIRGINIA DEPARTMENT < _ � -, � I I - ,;, -, subillitw �6;7 ppprmll� _,�, I ',�,,W_ . � _', ✓ ;', , - :�,,� -;( , 2_�_ � -,,7--: ----,�-% . . ........ ,.' ..""""', �_ I A�;,, , , ` ,Z ��`/, - , : . � �. I I � TREES REQ'D 13 ; &_ , '�'� .I - I � " . I I - . TION. uj , �:�' 11 , i" , '�� / ----'__j-',.,..,,, ,, I -1 I �j ,� �_,� , � 1:-, . I / I /I OF TRANSPORTATION - _* � __ - , � , I "', - ,- - "a", 1_11�,� , - - ''.." I.. 1. _1�1 fREES PROPOSED: 14 � Lu a- 111, Tnnehing and Tung±14W, ' �l --- �4 ---- , �� n �� I ..,,. .'.�,,,-_r-l`l"' ,-- I L_::_�. - . - - -, - � - �p 1 . ,_ IMM4 V) u I ""ll" . ....... ... Mllll� , , � 11 . . I.. I I , , ? , . _,:;_'�, , — -7, ,'/'� , I I I - � , __ _',.,,� I I . ..... - r. I � � ' I.. �.. I 1. r �. I �. � I I .. 111.1-11- I . .... - I - � e q I.. I . - I ;�; : �,- �: �.. .. '' . .. " _j �, , � 11, .... I - 0 -,m fad aw4y fmm t4v tnuit,sof ftve� m possible''rkimoing , , "" - � � � / � f ",,", � �._ , 1� ',�� .., -11.1 ... I.. 11 Q wher, vendlirg v� fei4ted �Mtbol the 1,11,03 vfsle�lig, it Oldl be dv�u �7 ,, ,4 , � ,,, I � — r"L"ll , � I., ... �..*, I �� 1. - I � I . � L, , � 4 , I - :� I z � �, '_�_ 11 ,_� 1 ... i�� 1: : : I . I I , ..", v �', , 1 2. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO N Ask ideml as mi, Wter , ,�, _', . � lamemee �� ,iativ,-wbe.tt.iti,ionticip,it(�d.th,.it,il,p(,,�q!.4at,,irencJAngN,AJ,I le$lroyf,�ederrool,. �,,,,�� � .� �l -4 � ,--",'- I - - - 11 .. .. .. 11 11 .. 11 .. 11 .. .. .1.11. -1 , /:��: �" 1. I., � '0,�A under a ,,W� be, C*lm ,_, I - r.,,,.,,,:.,.,,-,,,,, . I . , I I I ..I...,. , 4 - , ,4 , ;4 �4 11 - i� ,:::r.' � - / / 0 , .. ". 1. I , I . .11 . I � ''.1 " REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES W1 Lu ce k 1.� � � uj � I ,,,'�� "'� I �� I ,,�,.,' .1 7 S.�o _.. 1 Al. . I I., . I '. > � I �l I i I 2. Cleanup�- � %:`�,"...""', ,.,,,,,ll"-:; ,� : � I � � I � I . I � , 1\ I I 11 I � ,". \1 I F___ V' .1 I �,:-c f I IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND IIIIIIIIIIIIIIIIIII Lu - �� I ... I I z - '���',. I I 1. M Pmte4�6,�,efvA�ingsha4iWthottii.e�nsreiut,%,eddtiiiitgtiiefiriw,it-,inttp� ... _,'. ," , , , I : f ` " ---'- � , , � 0� ."_"," , , � � � �, 1� __Al�i ,,,,,�,,_�,�,�'�� - � .1.1.1. . � . ,, —, -4 \ I, _.- L — " - I,, "I", �.. . I.. —\L7) IVIG � " / "I, . I 1 , � .. ."r : I . . / I ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. Uj I . � I I . I I 1. I.. � I I I . _�, q �, "":., I..." I 11 11.11'.. 11 � - _� . � _�, '' ; ,� ,,,,,r,'I . I 11 I I , , � "I - — . � ,I �\ > � , 1�' � I , i / I I I � , , z -,:. I � VIM I. .1 vl , , 13..:Damagged,frms: . , j ;,01 ",, _, � ;r I. _ I I I , -`-n . __ i r � I 1� , �'l --t- ____� I , . � i i " �,,.',,� : ,:�:�'. , ',� .11 I / I I I I . I mded - " � 1� . � .. ... � �e/ ,� -11, : . . I . , �', � \ > 0 Damaged trees sMl bwe ted immeA atdy by prurdn& fertilization or other methods recomme -by a, tree spedialist, - �l � ,� , - : �11. � I / . I . !, . I I � I" � \ \ , �. I I 11 , � I, 11 Lli 1- .� � , ;: , :.�; I - I .." I.. � I ''... . 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L ' - 1\ TRUNK. FLAG WIRES WITH COURVEY TAPE. \ �,�'l �_l , � .. I L I . " L * ll� \ - 1 �, .4 * , I— T. � ";: L I :fl ' ' L '' j, , - i . : e f .1 I I �� '� , " � . L -_ % \ .. . �11; .. L ..... . I.. I i - . ' , L '' - � � �/� \ L� , 11, _ I . . i , .o� .� - I . , '' L' I I �,� -_ I � 1. 1. ; A . I .. L I . � -". ' , L ' ..'' � � � �0-��:: I 11 L 'L, \ \ �� I ". / ... L \__ ��' - . � . . , '� _L, I � I � I I . . \ � . :, � I i I . 'Ll� ,it ,� I I �� � I I �l j 1, :, �:�:�,::: �_ ,�', . . L . . I I - \ .�l I \ 11, I _��. �L�17� i 1, , : r - - ' "L.I... I 1. I I .-L I . I I I.. 11 -1. - \ %, I !� I .1 LL . . 1. L I / REFER TO SPECIFICATIONS FOR I , I I ; ; � _ � , . .. rl. 01 . . _� .�,�'t ' '', '' 1. 1. ''..-L" L � .. I .. '4 . �_, . � \ L� -, I � � %�r � ' . I . " \ � - , ... \ �' L:� " ,65'm. #,,- . ::L I I . 1\ FURTHER INFORMATION . �l �,j : - " '� I", � I _ I , r L I . . � .... �:� : .�(�,4,� , : � � �� \��, I I . . 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I 5 A*"% C . _ ----- -- .... �L:.' , ,_ � ..... --111 � I �,�, � " ----------- _ - -_ _,_�_ , � L I . .. .... f ... ... . : I I i --- T; --- =� 11 . � I _ —1 � — L — . — .—. - , ' '�� �_:_._7- � ..... .... , , ' ' � L ' , ��!_ __ _,__ , - —4 1 1 1 1 — p * , — — --- __ _ L PROTECTED. "' LL I ; _7 ' ' I xl � I �l L I , �', L �4 , - �' / Q� SOIL SHALL NOT BE PERMITTED WITHIN THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND 111�1' 1�_ �_"Si�'J ..... . .. 1"� -__J,- -`-'j /' i ;��"_-j ....... ... �j .... .. L, --- � j" !,."Z.'- L! _'_ , � '�-; �--� --- 7 ..... _1 -Lr:-L _j� _ I � - ��, � ) , �, ____� �__,_ , ,\ , ll�, � . ,_ . I . I . - - '�`_l / ,,, , � Q : i r � I " ��,� �, , I : , ': ' , � . I r, Q) ' / � 3< 4 - � I . 1. I Iz �' � � ; i � L . - 'L - I I .11" I 11 't � ,� - ,,, , . _ , . - �;�. - .." ; - I t , ",:. I ," . :!:�� L I - " o ---- I-.-,----- � ......... I � ------- L. \ ", . ,.. I ' --- I _=� _ � �'L? LL I 0 "," L "; L I I I _ �_.LL,� I �� - " I L�. L I . . I", L. L , "� ,. , ", � " ___ � L-- _ _ �__ _�__��_ ------ - _ 1. 1_:____l - f------____-- . .... 11 -1. . L , I I -_ -_ ='. ��"____�:,��_j L'� ,.�",. �., " �' . I I 0pa, ,AV I �/�,� 1 - - _______ - ----- - __=_______ _ ''-,���--L'-,.-�..�"-.---,",�-- _____ I �� C �, I . 0 _,; ;, L, �� �, I - L '� ' I 'L � li. I 1 . . ... . ...... ............ . . . ... .... ... .. ...... ... - 111111111111LIL, "r ......... , I—— ... ,"', ....... . ... ... ....... .......... ...... . ......... . - L ...... r .... � ",,L"",Q'L. , _�,_ I � I C , ,, , ", _ ' ; � , ik , _1 . \, , /� , , \ L / " I ` ' 4 L 11 E , ._ t ,�___ - , � � , � , 'I , I , ., 3. TEMPORARY EROSION CONTROL MEASURED AND/OR PERMANENT STORM MANAGEMENT , , . � - �! � . I ,,, �j I 0 , I _ -0 , i ---A-,-� -.""L ........ - -------- - ---- �_L i .1.11 /- I'll....., ' - . . ... .... L �,�,�L:',". "' ' �(," 1 _ I �, �, " L ,_11111 1. __ . - _L`�i I. � L_ -, , _� ----- f��� L � - e��___ ____z� - : ... - ___.____ _ 0� 6 � . � ��. , " ` - - . , - L ' , ' -� I *11 ,� I .11 ' , � �, �, p 1 . I . .111 L - I I : :', '�� ' ' '� L _l � 0 . L " , � ' �' � L . . ....... . .. � I i.� .. A �!, ". �� i,� � L ! 11 1 IF �� 1, I'l , � , _________j_ 5, � , tl_ 11 I-- % / . __ 0� fl'.X _,�,,,_ . ..... --,._, .L � _ L " . , -- --- �-';'�,"�"L------"-,-"-.-'--"'I ------ -"'I'LL". 1.11 - -1. - ------ ------- -�-,�L.11--�-.11----'-L-.---��'---'I�,� I 1: - - M-A ,� � x �:! � > 11 L : � _. _�"_"! , - L ..... . . - -' .L - I , " , FACILITIES LOCATIONS SHALL BE COORDINATED SUCH THAT THEY SHALL NOT ADVERSELY AFFECT % "-'L ' " L ' '�� - '-_� ..... =_ ` ::� - __ , - � '01- L I , IF , 0- �6 ii- - ........ . . _ --- --- ��-,,�� ... - ' -��- - `-'_��_ "'L '�L -�i�-- -�i��L'�- _ L � � " _ 4_ �; ;= - L- -_ ..- ----- -- f,- ' 'L. ------ L-� ., I I ! I ... , I i I �� � J < z . � I I I PRESERVED AND PROTECTED. � I � t . � ! ! i, I .�� � I ,-,. i � ;/"F---- - - ; t � r" I -` I � ; ! ! � 1 ! : j . I , i , � , � i i � I , r �� I I : Q) :2 1 ffl II -Eq i � i ; I - �, r� , � i I If i ; j I ! �� i�- , ) 4- 1 1 I I I � ; , I STANDARD ORANGE _rl . I ii � I I I � : ; � i! , I �',, f , 1� I ; 1 ! i / ,� � I -, _. l� I -1 - / (D 1 ; I i 5 1 j 4 i I j I !I i I I - � ,,, I " I � I . - . . I j I 1� � I . : I. I I ". I f i I 1 � � � I !I i : i i � , � � �l �,�,-, !I � , - zi I (O 4. FIRES SHALL NOT BE PERMITTED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES TO BE , ; I � ; � � i � I 1�1!1 I � � I J, VINYL CONSTRUCTION ': � I t � I N .111%. i� � 11 ,! ,,,� f �, TECTED. I I i I � . � i ! I I i� I 1. i I , � I p i �l i t � ; ! i .� I., , , 1, 1 3 � I ,� � i I I � -,177 . .. " I , I ,� . I � � � i i ; " 'k � I �� i� � � , !) � , j I I I I ,0 � : �; i I ? , " i� I � � � I � x FENCE f �l i I i ; 1, I , - I " / ; � ; �' ! . I , _.�� : I i � . i'l-1,17--, . ill � " I ", ,z % Q () i � - � ��p � 1 I i � I i ", G) i I ; i I '; � i ! � � I � I I . I / C) , 5. TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES ; I , � \ � -- �/ : � e __� I I 61 �, ; ", i ii . �- I I � 1, - . , -1 - I i �:,. ! �, !! t ; ,� , I N I '__.__ . . I i -11 0 :5 I " �l �, I TO BE PRESERVED D PROTECTED. I j .11 , 0 � �', I 1-1 .. 1,; 1 1, I /_ � ) � !, � � ��'111! ___., 14 � �I � I TREE 11% � � , I I" I " I � I "I 1 r I ) . 11 , � , C I -, , " : ... I j _)_�, � " . N , I , I I � % -1 I I �, 4 1 , 11- � . q . ,_ , I I : :,�, 1�i � . EXISTING GANDER - '/ i 1 6 � NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE PROTECTIVE FENCING HAS BEEN '1� j i 11 �i _v, . , I I I I , - 1� � e � i � / I (v 0 I � ; I ! , N ,�, I", `," I I INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING : � , I I i ., � 0 ," � � . i 11 �l I Go V/-,\ I � 11 � li� 1� . I � - I I I � � �iit, I �l � uj 0 1 DEPARTMENT. '' I � I h'; I � fl� MOUNTAIN BUILDING �_� . > ri lfl_� I .,I'- _j 0 � I : " i I � � I I 111 ' �,�-�,� �, _,�, _<11., — — I . ! I ,� � 1 ,� ") h_ C -0 I �� � I i' I ! � i i 1 ,, 'i—,, \ I i i I ��,. � I � I ) I I . i . . I � � I I � i i I 11 ,-,;,,�-��-"A, . "I � .,< — Q) Q) ! t � '. �,:��l ! ,", - - -C'- .�, ,�, ; ,� . 11 , I � t � I � . 11, , - 7. WHEN TRENCHING FOR ANY KIND OF UNDERGROUND WATER, SEWER, ELECTRICAL, CABLE, _� I � ," : :� �� 1�1 ", � I I ; ; I ; I � BAR STAKES I I " - , I 3 � /,�,- :�_� ) b �_ OR BEYOND THE LIMITS OF CLEARING, THE SEPARATION FROM THE TRUNKS OF TREES SHALL BE i � ! , �;"� I ;�� ., I ! I j � ! j �,'- -t-1 � llu I I I ; � I , I E �ff I I i I i I/ I,! �i I I ,'.i! _ -: , I 1 � i � ! � � � � I !��, . I � 1 1 1 11 � � "� I � I - - VYL TELEPHONE, OR OTHER UTILITY SERVICE IS NECESSARY WITHIN THE LIMITS OF TREE PROTECTION r, , � I . I " 0 - �_ 1� " , -, - ,", � ,mi �, ""-,(, _)) Upi 73 E MAXIMIZED TO THE FURTHEST EXTENT POSSIBLE. TUNNELING SHALL BE REQUIRED WHEN 1: ii ! i j I i I �.,�_! i ; I 2) �,�,'-',! i � � , I , j i ,� � j . I I � � - - , _r .- � -, I 0 . . l� 1-1 �# I � 1 ! ! " i � 1 "�l r i �71 � ".� "'I'li, " ( -A It,/ I- i I 0 - I , � i , �, DEEMED, BY THE COUNTY ENGINEER, THAT TRENCHING WILL SIGNIFICANTLY DAMAGE FEEDER �i -I-I.-Il, I � I I , 1 / f, ! i "I' - l �l i� " � : 111" " l 1 2 1 1 � , I , � ,�, --- ; � _ I I I i I I , ""' ( 1� -<.l,.', i � i � i "", - � - I - \, i, _11�� I ..'\ " � I - lll� m -0 - I "T" BAR STAKES PROTECTED. �i I / I " __," , i - � � \ -11 11, i I , . I � I! /!., I 1. I �� I -- ; I I -1, � k I - � .1 - �111_ - , I . "', �� ,� , , � , - I - �, - -0 C -, ------ �- - -- - -- --- � ... I ... � . I -- �, I - i JOB NO. � -- _ _ 11 I � !---,. 71_�� 11, _ , . i I", I � � 111`1,�� - I �vl 01 , f, � , ,�l - � , " - I ... � 1. I �l � � I / ,�� � 1, I ,. ; � � q i�l 'N ,I. 4 I .. t j % /-" . 1. I f � j 1 �1'1 jl� I - : , . %,/ "I.. .1, . � . - -- Ill - 11 ; . ,11; , 1, I . I I - -�;� I N�l - I , . � I I � ,�, , -1 . f / k ... � - _,�- -�` 092029 -2 -1_1- _1-_----.- ...... _�__ ------- � .... I'll; ;11 , I � i % 11 11 -11, 1.11 .. ��,:� -, -, �� L 1" wt_ I - -1 I \ , I 11.11 R - --- - _ � , _-111--l_ �_! -,,-t I -- . " 1�1'._'!, I � 1 ) i� Al I , 11" 1. 1� I i I , , I I 11 �__F_ ........ Iz ! �l I I j i .... __:, _1 ....... .... --- � _�_ 11 11 -111. , I , !�. V v, -�� . , _7____ 1 1 __ _ i � i / / -- 'j- , -:�"- , ;, . -h " , , ----I ,�_. - " - // ""', , , ; ""', I- I I-- ` �_11111� 1, I 1��,_,___! I'lliv, " I - i I I I . - I I , , I �l I- � - . " , , -- -, �, � - , , 1I , �, -, , . �, "o�li" , � �_ __ -, - _�_1111111 , 1" , � ilz .1 .z _ : � - �__ . p _�/ /, , , � _ � % p i i , " , - 8. ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM OF ANY TREE TO BE PRESERVED AND , \ i �, i�, - " I I , L) PROTECTED SHALL BE REPAIRED IMMEDIATELY, IN ACCORDANCE WITH THE PRACTICES IN THE --: )l ��`,,,�,,�.k,, ,,!-,--, (_ ll� .... I .... ;� " , il - � L_ -- � F I .. _ , ___ ___._,____.� - I -, --1-11- - __31_ltl /,4 -,� ----- - - ----- -- � � �1.11 � � I I ., , 11 I ,, i - I . � � � I V j, , , ��_Nj/�=� �,��, �; � '. - * � -, Vk, -1 --- I - I - -_ 71 - � -_ I j- 1 ,=7:�_ I/ =7:��_ 1� - EROSION AND SEDIMENT CONTROL HANDBOOK. CARE FOR SERIOUS INJURIES SHALL BE - ----i - -�� ".. - - i� , , 11 �_ � " I ... 1 1 � ;__% ,, � / \ , I ,���t -1 I \ / � I I �, ., Z � ! 7' 1 ,,�-, �i I 1 ' � 0, ,5 PRESCRIBED BY A PROFESSIONAL FORESTER OR TREE SPECIALIST. : _. ., "' . i ii 'A (.,.'��I I I LT, I I �' t _., . V) > 4� ,,,,--,, 1 I I .;,, 1 ! li � I I GRAPHIC SCALE r _� I 1� .r ! I � . . ! i��,,,�-, " � �, , - I `�N, ,- "" " -, C-_ , SCALE 0 � , '-- I � �!j , Ili t I i I i �1� 1, � I 1 � �- .-- � i -, , " t N I "", - 1, -`l 4 - � i i : . , ,5 --r- --- , I -i " ,-,( � I � ! � lilli��,, i! j I , � , �p �� I , " — . ! � I � , � I ,,,,, ', 1 "'., � ", � � � 1, ;! i 1 - 1 t, n' � � " �� -5,,� t �,14 � 1 � � -0 _�� . i ,,,�,, 1 '�l 1. 1-1 - , 1 1 �11, � I . I I I ! � � � I �, I i � , I .1 � I � r �ii --- � I � ; I � � , 1 � I -, 9. SOILS WHICH HAVE BEEN COMPACTED, OVER THE ROOT ZONES OF TREES TO BE PRESERVED � I I I � � i ! _. f I.. l� fit �\ / 1) AND PROTECTED, SHALL BE AERATED BY PUNCHING HOLES WITH AN IRON BAR EVERY 18" OVER i �:1 t 11 �i ,� 1 1 �,-�l I �� ,,�:�', I I - � 1: 30 0 15 30 60 120 � I,- , , � � � . COMPACTION OF SOIL AROUND I ,, , I : ! I I I � ,,,,, yl. I , ; I i � I lL j ; i i �� 1 i�:��' - it �, � , i, ! , x , ! _ i I I I I I - ; 11, _ 1_�l 11-r �( ' — ____ - _1 � , I i 1 1 - , . . fn - ON EQUIPMENT. - 11 !; ! I ; ! , I "" � �, .t % � •� �� I THE ROOT ZONE. THE BAR SHALL BE DRIVEN 12" DEEP AND MOVED BACK AND FORTH IN EACH — -_ I — _',� — ___ �_ --- � .1;1" �11 — -=- = �� m I : I `�, , , __ . 1-11f I C: � 7 I ___ - - , _N _ __ --- - _��. _j __ It / , , y , . I i� -1 ,� , - 1 � POINTS (DRIPLINE HOLE UNTIL SOIL IS LOOSENED. 5 1 � ": DRIPLINE AT ALL I � � . '. imu I I � 1�_ - - Z. EA t Zill 111— I - - � — - I I —T -1--y—, , --l" I I : I � 11 I I -i 11 0 1 j 11 : � I 1�,, lk", . . , � _—, 0 IS DESIGNATED BY OUTSIDE EDGES OF TREE BRANCHES) I . � I � �i,, I �; I. I = = _ ]NEEL - - - - — � , �,�l __ � -, I I - - > � � I., 10.TREE PROTECTIVE MEASURES SHALL BE THE LAST OF THE TEMPORARY EROSION CONTROL PLAN : I . 'i b i �i , , �!f ,,�,'�,,�, , �, - ___ — — 1-1 . -l--. __________ -- _________ di , �1_ �, -_ SHEET NO. o- Q) MEASURES REMOVED DURING THE FINAL CLEAN _ _____: ... .. � . H.� ',' I��.�� , , W____ W - ------ W -1 - _ - _ - `Jv - -- ----- ____ ____ \i. ____ - -- --- � . . . ... ....... .. �,,., il-UP, I -1 W_ - - - � �11, 0 U) � - � , , � � -_ U) - e I -_ --I-- 43) 0 FOR SPECIMEN '�l I �; r � .- -----,----- 7 TREE PROTECTION DETAIL ffiQR TREES) I I I ml � �1' = I , , - I - NO SCALE __ __ ____ ---. .---- .- ____ I- __ 111-1- _ __ � - ____ ___ __ ____ ----. .__.._� ___ ____ ___ ___ __ ,-.. ; k I inch 3 0 ft, �� �l I .1 _1 - _1 I 1-1 = -I- _ .1"i" , � J � t ,, i � 1-1 -_ - USE I 11 -_ - : I !� � �� . I __ - __ __ __ ___ __ ___ I— : I ��l . - - - I � . - I- i3: POLE LIGHT FIXTUREim Typ-,- No. - SiteLyter Series Catalog No. Direct Pole -Mounted Luminaire 11120 129V LE© 4000K 1200 t#nnans Horizontal Lamp Jpb, Nai't'ie o APPLICATIONS ED Pvw 9 Es. Rr ys< s-1 k,v 3. t;o,tmc naI Ma Terris Gnats, A' I:l t qs 9 ash ii.IewCYlttidGc#' er+'rlror>~'r':3;sis. t .... ...,-. l : F CONSTRUCTION P1Si . Fxi7t•3?Y s+.�a^dsa-9=�f3- &°t;rr!#t;.Nt*;^.7##3in�. 1:1 7 . Fx. hjj,,d ewd. ,:> j:door Immo, 7 • iarr�'~<ad srta 9,strrtt,*3 ��ic,,3 iea�ss. 7 tiirigmjleq' door. + OPTICS 7 7 - , i N•N^.<zorSetL:k"oi „#8�' 1 2-Typ,t:? 3 -Trp 11 PMA-?oi;sSfxi t E 1)MLI.'ut£1;5;,al' klt 7 a.t ve'5iudrnustiti,R-Niyve 1 ELFCTRICAL Ix i1?p11 j7C Nrii £cdur .t..11as£ CRF2 T'1'•(t`l•U'IU Gelios+ Yttl titE+,'s Iai hoof 3,'IrX, t)ftu d .v > s > f 25. 'St (i6"s 1.000 • AArriol lWida 4'xU aS a,o eY.fS34�oG:t.1 (CD4 MOUNTING W •'.;.;¢,j :.J..^31 40 a 1G (,M) . t"k7rP" +4 if G9c.vtl7L77�G� TE':�eUf tf��et'r(3£L,.: 2 t..st t+ t twt'3 or+k t¢und =e 4"e, � sga�ra Patz (a�ks7q;eU',`•. SEE SHEET 8 CUT SHEETS AND DETAILS ? r�r�y+,+�t��xx9srrr�d�'rt;<rit7r�,�,'art#s't�e v)ihcr.xi} 1.000 .'._.� ";xCri4s „:fi38tgt?39 gt1¢t}0t1,4 s7it>;r',.r}bt, j�. I T WARRAiyT'Y&IST!NGS irt,: 5�rr Gclad 4�r ? r>lti0tt^a. + '�avli=le �� �*rw year };tta,nad walr�r;?y adided See mmmfa� a;txsautia> 5" asaar. Mqfire+ito, at? nicl:riing V, �LY� 43rdpring Guide Exam Pies SLH40YPMA0M-0 + �, ., .q: a + ,' .. 4.7 k3 . O .V 11120 129V LE© 4000K 1200 t#nnans Shot 006huhrm- stEl o ED , SA El t .... ...,-. l : F ,., f P1Si pre 1:1 7 I` 7 El 7 7 + 7 7 7 - , i N•N^.<zorSetL:k"oi ,t- 32=323jEi2?} U_-350 8T23i 1 2-Typ,t:? 3 -Trp 11 PMA-?oi;sSfxi t E 1)MLI.'ut£1;5;,al' •t' 142k' 2-2T:11 1 i 4$=-?0,P2ti' 41=4501 B,T37; 75.755i6'37i 44pesU 5-TywV CRF2 10 S-114011 4=277V 5.480 .v > s > f 25. 'St (i6"s 1.000 LX" 'sk # r@Srau (CD4 3•tz8a,`-2i' W •'.;.;¢,j :.J..^31 40 a 1G (,M) ; 1.000 2 , LWOMOLAMW 2-,M5 iii unt'reA 8944 - RQ t3ax 329 Jt3:s*�i, NJ Et'083 ExoLine is a Philips group end i itis ':w;9:ti'-4ilIMcilli, In V 04 1Wifr146rk_= •rr�5�sxFr2°2uGSex,51fi@i. ' EcT'tr�.r.-?xNarrlEsa'adlx~`gr " 11r� r, tkSL^i t'rAwn Urt1 ar�73p3 ir. vttlrk;ila3 C€i7a'WaCrl?frEir� xp� ;Is tad rmsTt&iVgr ar sv FL,'a , Wit; Stamm F'cGr#aie:ln@?rnr�rscn is $Lb o,. ug tc ulia3r+jo mir5ou! rnoti;x PHIMS i. ALL POLE LIGHTS SHALL BE 20'FROM THE GROUND TO THE PROPOSEl LIGHT FIXTURE.INCLUDE OF THE POLE. 2. ALL LIGHT FIXTURESSHALL.FLAT LENSE. 3. LAMP TYPE SHALL BE LED WHITE LIGHT TO CREATE A UNIFIED COOL WHITE LIGHTING ACROSS 4. FIXTURES BE BRONZE rO. COLOR. LIGHT FIXTURES 11W111 MW 11X20 eJ¢6-fes` 57?At1YX717' �XfGtt4f' /SCC¢$¢�i�=`141?�i Date, Approued: �txture, 27318 NO 3M $N1612 76W A!N612 K B10104 NFL 713 t a'sti xi S: 1) iluiAcj fift'Ai MA 3 347Y 111$7. 12fMTt1Y}C715'= O .CvonitAor fl. R"A Ec L•t.aat 4K 4bC13iY, xrr e as'cri a SL $*", iNFI wik Haat, 840 Rikup, Ramie IN Way, IPDA) . WN attire 12,11 12x4D EJ r ai 1 F Ai'M . ki mtr7 APE Mil x� iiWoi3- - .. a.f�t QR 4 21V Pt-5`&3kadxj#wzli or )' { nie r a SPECIFICAT1,0 tlulrlt Ad NC svorttts bto standarderdEu!WLcx . l+�7RUGI'fOH ,r- vadrie �corrosion relsistwitibeavy:waled, h'fe ssurecte-castaturninurn. t_ans is, ttrl" thickdflar tempered f gb- . .Forvirr throw refieetwr is rni-specuiaraIurrinum, foamed forrr$ximum reNdance., nth sooet tecr.,�eiisra�tiessstee3:tam et'resista eat . , rami#rants. Ca `ve and , + roteatsan a Inst can _.... . .ttri srflcatre to vtdsr rrr�x+muroT p Fr dart f� p Y' :n3 i urriliaatets are d 8 1iv�ro dottt o f the iurr[n air.�: LED. lifetime i-. greaterthas or � uad tq7 >UU hzurr iC h s he famrrr Sia ad. rrr m � .. _ . Wand colo � nsistbno cf.ste 4 uDwt a:rmlairra#am CiFip �,f r�J s t ca '#Nt #res iest�ttU LM t$3 y p �4ellt�cta.,on �reat�r2hars L7tl, All afsl+�r Iurr a gra fiiactldam Ellipse, IntelaHnvrr supply stanka73, Etput voltage 120ft0r 277V. Conduit faclotY illil in§, 2¢ i a 4 G{i4r ah it . 5 tdor is. a#rtl :any 5irtgYe Cow crp F11SN ^Fc singe ciemioai pre-treatment pmcess that includes (torphosphate, to prepa..+athe sabs#trte fiat a super durable, standard poryester p cot d,er coat, i t zi rc ttcis Yrafe #zit a 5, ' liYrtiterk w�trht, , Stan rc; Inish irtGlud r e �4Ptiriira! e-s;�at p=Gess 6s axid�d tis th$ zf<t. , 3`. lx P l7 � �1`. £LEII? MAL o: 8ndlei PL- Four pin pR,=41 type compact fluorescent 1"p holder ilbinp by 0us), Nita; G12 s node A4H), guise roes 4KV p©rcelalrr sxket. liatiast PL, Fluor nt hil gii marfactor elooltmio, U l step Iasi si is lxaa a rav afachl ri ssu cl9 yearwarranty, EleGtroniq aniv volt .l2Cff ar 277Vis sNa xia . Fidcons t factor fpr otbor ioaltve opt a s: L1tliif#� UL & WL listed for wet lorsiit v in tip or down positiom IP65 rating = b "i - - ' .- :rvi+s.thr #i, , #o cfiu�n-fr.+ieGvt; e,�'' t�cdtr,.yrirets vzfl7xxt't I rrstk.m+r fW1 ietus»vOlias, a ))me twlit n, M Lio 4#xg"'7rdiii•; aW cm+c7Elibas,, _ _ _ it a£t3 1+F,.. _ X31 c.#-b-BSAte v<tVwrisG # .r ori.....:._.._.,.,.,.-.,,:m.:..,.:w._„__,.m j'9,.f''•a.:�i4i2. ?•itF?... 1C3.1g11aay. hic:. NOTES: �. LAMP TYPE SHALL BE LED WHITE LIGHT TO CREATE A UNIFIED COOL WHITE LIGHTING ACROSS THE SITE. 2. FIXTURES SHALL BE BRONZE IN COLOR, alitYtlY hl14 StQ S 7 zea i f i AA t4<�, f aaro•,V;,:. re=rM•atE+.r'. Fi#-tc+c'$avr-e Jciat`sws= "ficntrt+srtit#io,a?ra9s:�:F�:tw'a,s.ts.aa whrt'Fi�na�iai,:n: io FC Ef tin tar,r,�;at,d :; ar'u9,taais. 4}2,rt2. kCl?ylsfkrg, isa. .ia'+'�9 Sttmmsaa,a inti; ,5... t,h9ity 71.50174 p.0 °10Wti3,. f-630-lii wvrvt1*lAkv-o0n; J.0. Rot. 1012 zKdi� SCOT'S R. COLLINSZ Lic. No. 035791,2 Ss?ONAL E + �, ., .q: a + ,' .. 4.7 k3 . O .V 11120 129V LE© 4000K 1200 t#nnans Shot 006huhrm- = f s, o I C: , SA Yy { wt s.. �j ..... .�,. .. t .... ...,-. l : F ,., f i 1 ii i 1 + 1 � 3 1 I` FN jON 120V LE0 409Dx 12041 Ltuaetta Etiiysr i iai tsfsltihlriior. r ,� �`tti •,rr. + 19 I z $ T' I. . 1.000 (v P)1_ FCW10210 MV LEO 400K 1200 Ustnens �s�t ntefricai Di3fr$iui zn 1 i SEE SHEET 8 ti CRF2 10 1 t. r s - .v > s > f 1 , 1.000 NOTES: �. LAMP TYPE SHALL BE LED WHITE LIGHT TO CREATE A UNIFIED COOL WHITE LIGHTING ACROSS THE SITE. 2. FIXTURES SHALL BE BRONZE IN COLOR, alitYtlY hl14 StQ S 7 zea i f i AA t4<�, f aaro•,V;,:. re=rM•atE+.r'. Fi#-tc+c'$avr-e Jciat`sws= "ficntrt+srtit#io,a?ra9s:�:F�:tw'a,s.ts.aa whrt'Fi�na�iai,:n: io FC Ef tin tar,r,�;at,d :; ar'u9,taais. 4}2,rt2. kCl?ylsfkrg, isa. .ia'+'�9 Sttmmsaa,a inti; ,5... t,h9ity 71.50174 p.0 °10Wti3,. f-630-lii wvrvt1*lAkv-o0n; J.0. Rot. 1012 zKdi� SCOT'S R. COLLINSZ Lic. No. 035791,2 Ss?ONAL E + + + + + + + + + 1. 2. +6.6 10.912. + + 1 + q(._i5•o __ 11.31 7-5 3.4 z• 9 0. 0.3 0.3 0.3 0.3 10 4 5 3 9 9' S• 4 PROPERTY PHASE LI E ETWEEN PHASE IIA AND 11 / + o -_ .a1.2 ._.-- -5 51 3.9 1.g 1. 0.5 0.3 os 0.2 0.3 .4 q.6 1.6 3.5 4.8 I:1.8 8. .9 4.4 4 \,. 2. 1.6 , b. o. 3. 0.1 ` 0.z ' 4; 0.6; 1.2,; z.2: 3.31 �.$ 3 f 1 ...._�..6 .__ 3 4 3.5 5 4 o.z o. I j rl 7 F o. 1 f 0.2 ! 0.4 0.4 0.8..-_13 , 1.6 i.5 1. 1. 4 2 O 1 q 1. 7 q 7 5 1' I! r, � q 06 + if0 Q6 e 0 5 �b6 , + + + r 1 + •# { r t r i 9 1 0.4 q.1 0.2 I " i + j T t t l 1 S , + + r t e � F _ k t y.. ii 0.1 0.1 0.1 '=).:,. r �'' ... � .. , I 1 •3 .. .., J +\ .�.. _ - ' C' IwJ ='; a 1 8.3 12.0 11.3 .5 3.4 y I `... \+ •^ ,7 i,s' ,'} 3.s;i J1+1 1.98.0 .... p_.. . _.. , 3-3 3-4 3.5 z.5 1 6 1; ';i i �i I 1 , c. `i I I f*i CS ;} j J t t 3 + a s 7 3 J' •� .? S € l - r` r t 1.5 1.511 1.7 1.5 ; l' } } 3 + u .�7 + 0:.. ,... 7 + �, ., .q: a + ,' .. 4.7 k3 . O .V n f n a I ",. -.... , f, i = f s, d A r 1 I C: , SA Yy { wt s.. �j ..... .�,. .. t .... ...,-. l : F ,., f i 1 ii i 1 + 1 � 3 1 I` FCW102o-H SiNGLE r l� + 19 I z $ T' I. . 1.000 (v P)1_ 2 W 1 i SEE SHEET 8 ti CRF2 10 1 t. r s - .v > s > f 1 , 1.000 (CD4 : W •'.;.;¢,j :.J..^31 s ; 1.000 2 W SEE SHEET 8 CUT SHEETS AND DETAILS AA SHEET $ 1.000 i` it 1S RI A Y r + + + + + + + + + 1. 2. +6.6 10.912. + + 1 + q(._i5•o __ 11.31 7-5 3.4 z• 9 0. 0.3 0.3 0.3 0.3 10 4 5 3 9 9' S• 4 PROPERTY PHASE LI E ETWEEN PHASE IIA AND 11 / + o -_ .a1.2 ._.-- -5 51 3.9 1.g 1. 0.5 0.3 os 0.2 0.3 .4 q.6 1.6 3.5 4.8 I:1.8 8. .9 4.4 4 \,. 2. 1.6 , b. o. 3. 0.1 ` 0.z ' 4; 0.6; 1.2,; z.2: 3.31 �.$ 3 f 1 ...._�..6 .__ 3 4 3.5 5 4 o.z o. I j rl 7 F o. 1 f 0.2 ! 0.4 0.4 0.8..-_13 , 1.6 i.5 1. 1. 4 2 O 1 q 1. 7 q 7 5 1' I! r, � q 06 + if0 Q6 e 0 5 �b6 , + + + r 1 + •# { r t r i 9 1 0.4 q.1 0.2 I " i + j T t t l 1 S , + + r t e � F _ k t y.. ii 0.1 0.1 0.1 '=).:,. r �'' ... � .. , I 1 •3 .. .., J +\ .�.. _ - ' C' IwJ ='; a 1 8.3 12.0 11.3 .5 3.4 y I `... \+ •^ ,7 i,s' ,'} 3.s;i J1+1 1.98.0 .... p_.. . _.. , 3-3 3-4 3.5 z.5 1 6 1; ';i i �i I 1 , c. `i I I f*i CS ;} j J t t 3 + a s 7 3 J' •� .? S € l - r` r t 1.5 1.511 1.7 1.5 ; l' } } 3 + u .�7 + 0:.. ,... 7 + �, ., .q: a + ,' .. 4.7 k3 . O .V n f n a I ",. -.... , f, i = f s, d A r 1 I C: , SA Yy { wt s.. �j ..... .�,. .. t .... ...,-. l : F ,., f i 1 ii i 1 + 1 � 3 1 I` FCW102o-H SiNGLE r l� + 19 I z $ T' I. . p -- - i .)1 al + NORTHT W BLOCK ® N BLOCK I!A EXISTING GANDER 1 8 + wj MOUNTAIN BUILDING I R �- f THE LIGHTING SPILLOVER, !rAS SIHOWNABOVE, BOAT +; FC OR LESS AT THE PROPERTY rTHISPROJECT, EXCEPTOrTHE WESTERNPROPERTY LINE / PHASE PHASE (PHASE i AND• PARKING CONTINUOUSBETWEEN THESE 2 PHASES, AND THEREFORE, CONTINUOUSTHE LIGHTING IS ACROSS PROPERTY/ PHASE w PARKING .S SHOWN. THESE (2) PHASES ARE PART ■ AN PARKINGs ,rOVERALL r :rr . . t r r •■ . r Lurninaire Schedule i �(?.'.( Symbol Qty. "J 4 7' i = f s, d A r 1 I C: , SA Yy { wt s.. �j ..... .�,. .. t .... ...,-. l : F ,., f � .,l 2 W FCW102o-H SiNGLE 1200 l� )S2 19 I z $ T' SEE SHEET 8 1.000 (v P)1_ 2 W 1 i SEE SHEET 8 ti CRF2 10 1 t. r s - .v > s > SEE SHEET 8 1 , 1.000 (CD4 : W •'.;.;¢,j :.J..^31 s ; 1.000 2 W SEE SHEET 8 CUT SHEETS AND DETAILS SEE SHEET 8=SEE SHEET $ 1.000 i` it 1S p -- - i .)1 al + NORTHT W BLOCK ® N BLOCK I!A EXISTING GANDER 1 8 + wj MOUNTAIN BUILDING I R �- f THE LIGHTING SPILLOVER, !rAS SIHOWNABOVE, BOAT +; FC OR LESS AT THE PROPERTY rTHISPROJECT, EXCEPTOrTHE WESTERNPROPERTY LINE / PHASE PHASE (PHASE i AND• PARKING CONTINUOUSBETWEEN THESE 2 PHASES, AND THEREFORE, CONTINUOUSTHE LIGHTING IS ACROSS PROPERTY/ PHASE w PARKING .S SHOWN. THESE (2) PHASES ARE PART ■ AN PARKINGs ,rOVERALL r :rr . . t r r •■ . r Lurninaire Schedule Project: Northtown Center Symbol Qty. Label Description Arrangement Lumens/Lamp LLF 11 SA SITELYTER SERIES POLE LIGHT 4.0000 1.000 ® 2 W FCW102o-H SiNGLE 1200 1.000 )S2 19 W SEE SHEET 8 CUT SHEETS AND DETAILS SEE SHEET 8 SEE SHEET 8 1.000 (v P)1_ 2 W SEE SHEET 8 CUT SHEETS AND DETAILS SEE SHEET 8 SEE SHEET 8 1.000 CRF2 10 RF2 SEE SHEET 8 CUT SHEETS AND DETAILS SEE SHEET 8 SEE SHEET 8 1.000 (CD4 3 W SEE SHEET 8 CUT SHEETS AND DETAILS SEE SHEET 8 SEE SHEET 8 1.000 (iNS1 2 W SEE SHEET 8 CUT SHEETS AND DETAILS SEE SHEET 8=SEE SHEET $ 1.000 GRAPHIC SCALE 30 0 15 30 60 ( IN FEET ) 1 inch 30 ft. z� r EACH r•iR LUMINAIRE EQUIPPED WITH a LAMP THATiii Y ■ INITIAL LUMINAIRE r SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. THE r • OF LIGHTING FROM LUMINARIES PUBLIC ROADS r PROPERTY RESIDENTIAL rc *■ RURAL ■♦ ► r1 DISTRICTS SHALL NOT EXCEED ONE-HALF •i r l 1 F" J i• 120 O Q Q. T W F o v- H � O v 0� �z o� )w u, z z c � w U. O �z i- C) o i- 0 O v - /"p U O LL O - s c II !n {� C '4 O U 01 c u 0 i 0 L 3 Q rn N i O � x x O N c _ s O 0 a 3 0 z i a O W rn z L,J Z •- t t UC) Z Z U) 0 J O 0 U i o 0 O L C Q •- o -° V) U O x U U Uj _,1 I-- m ° L.) Uj LU C7 LU E U •- O 0 JOB NO. 092029 a u) SCALE ►�=301 = U O C (n s= o SHEET NO. n. o Iv m 0 0 LH3WF102T3H1-9K Tza T, z ?a, fa HITb BUFFALO VVILDWIN38 W121 FVATURES & SPECIFICA17ONS ffl Oidil Halt Wrik LEO WWI Pill* pliceitions, where long life, low rpralrrterlance, and consistent color rendering or %V((u. 6 APFILICATCH - The It igh performance luminaire I s designed for cut a ff a p• LHSWP SERIES are required. Areas with limited accessibility duo to fixture location or where heavy pedestrian traffic makes maintenance difficult are Ideal applications such as building facade lighting or wall mounted security lighting. The tracilk li'oZl design style of the lorrupialre, allows it to be ssomloosly integrated into existing systems when rlsoessarV, =WXUCpn0N - The heavy duty housing is constructed of dife, cast alu' rillrujal. The optical assemblies are sealed In place using a silicone gasket for Inea P64)� Additional I P ther tight protection, ETL listed for wet locations (1 66 rating available upon request, AW119H -A Super Durable P017"ater I'Dwear coat finish is electrostatically applied in our state of the art paint facility, Standard colors ai Ellack, Bronze, Us Green, Whike, Custom colors available upon re clutset. CisirMillill. Virl"Ifill - Made with a state of the art tJV stabilized acrylic high performance refractive optical assemblies that use high tirensmicity materin als to achieve precise pastomettlic distributions. Available in a Type Ill beam 111.1licMCAL MTSM Available in a hilill output 2 or 4 LEI) system in ROOK Cool White (+;- 500k) or 000K Neutral Mite color temperatures propagated with Philips Lumlieds IUXEQN`e M LED's. Available with $C1 X, p 3001V 50+60 Hz Driver LED's rated for over 60.000 hours at 251C ambient . ..... temperature. Optional 0.1 OV dimming, Bulk -in surge protection up to its kV. F Suilt-InAotive PN' Function 06%!Fult load, LEO Power Sloppily conforms to UL1 310 and UL6750 standards and is IP67 rated for ivic locations. MOUNI7111113 - Quick sheet metal proonling bracket connects to a standard J_Box. The bracket has a unique haqing feature, to allow easy wire conrret;- 61a fionis. After connections are made, the fixture Swings LIP and is secured with vith two retaining screws at the top of the fixture. An additional back box is wailable forapplic4tions requiring conduit entry (See Aocessoli U117171IN1111111- LED Driver listed forwet locations (IP67). LED bricks CTL listed for vvet locations ([P64). Meets Us and Canadian salary standards, -40°C to 6010 ambient operation. DuAgnLights ConuortiurnTQtPlilled, PlIsaw lte to T -ft- t_W_W_ I -I A W 4 11111 i I d tv. List, Fuldher details oboul qualified ri mly L#181A1P1 rilum] under Family Madera, Of IDERING INFORMATION Example: LHAWPI04T311011AX Dim rmwpuhar,n WAI t -d-1 -:r{ urs IKflwm. 22LLD'Jp� �HK Beek0&k0k_ . . 0 11 Ieeural;frhlL,4f1ij A 4LED IItt US Green WN ?"ll SP g"p Ram I IM, P'"s �c uff,tt" �Htl �61 vk ra,phia.14 I� �P�alb d �-Mronl,dhqi,o, &MWIPSOU 1"6 Urm�� lilri Ulm Nil "Up 611,, FI --l! 1- 1-1 F -A s", Er,i0nd h, Ax_s�-ks� r4rhe, rImpi P$1-elt"Als- swmAechlightuse.00m REV: Ml 5322&i"8 M WWAI M I a LHSWP Small Cutoff LED Wall Pack PHOTOMSTRICS fomV00102molknao*W rKO FILVI MAM 'roe IN Z*ft* Awnitiuily 111 44MAL%, NMI 3 H5'&PVIall F,w llz',Ct1 K CATALIOG, NO. LT -122s'"129" -COLO, R 1 LAMP # TvPE NO.RF3•gXTEkidR jOBNAME 9ULPFA!.0V1DW3NCS Xpressives Series Id,;--ll foe ti;n i&df)gL e.Xtel'or wffli vo�.age inT5,T8 F, 1) Gr, Wild ng ilLinlinatior, acce ltin;✓ pmdT5HQ iampirl;• S Linear Fluorescent sal i:l_rn nat,ar. ret ii Tl 2HO f4au-, o� Ii roagri6c -Foot erre ,-tp.i�Itnent:ridjstj-,/ rmriote an;; (T5,T5H0,T$ andT12H0) &L C'.Urla, Lumping air arg.rnems indude tzindern W ff Illai 2,)1 ,,4 lurps i! or 2 lamp crors- Color 'a Housm8 is constrAc-,ed of -sn anodizzed �q'ct.i*n) oriT5,T8 aridT�HQ and =XT I = lampwilhT12HO. CAUTION: Fixtures must grounded in arca dice yvith national, state, andior local electrical co&,s. Failure to do sr may rtsult in serious die-cast, Z;Iurniruiri end cap5,Ad,,wstsble 00;� inoWe a Nghlx =P .0tatabic cast a' llfliriu:�l umg a 360' 1 - L medium har-nine-tone reflector, rnouriirug asserribf,,, Cir acrylic len, ava'Jable with Eight distribution optior. t po.vd,�j,coate-d �nkh witt-- 'ec�!ar� Opl�-s rdu& a llipjly 5,- de5igret finishes availab o ulediurn hainm�,t�m r-sflcd;:)c 15 wvt. CSA is ed ra I -y locations standard. Py ballast. C-.A isted wet k-xa,io)s,,,,htn useC H F Intunal efectrori, high -frequency Lnkilavi A'Idl E opton 13R2Effl,N!Q INEORMATIQN Catalog Number: vAinvAtichlightusai.corn 0-- , 11-1#o ,it",. � LIGHT FIXTURE IIWPI 11 ....... ... .......... 'd ti ■ All a D-71-1 mom" smomp.,%lo, WKNININ Tt� isiwe iw .......... W ARM STYLES SLI5L4 sTIV 322 L SlAt G!CQMP0NENT5 MUNTIN I UNIftra A"15550fff 4" Mounting Plate 6" Mounting 6" Mounting Plate W54�XX ]NVrX and Cap AiC335rX li,I'Ail -rint Ca,I, Suoi,I VZtq lk�4,,a wnilU 1 J Stonco is a Philips company PHILIPS LIGHT FIXTURE 11RF211 NOTES: FLUORESCENT BALLAST TO BE REPLACED WITH A LED BALLAST LAMPTO CREATE A UNIFIED COOL WHITE LIGHTING ACROSS THE SITE. LHSW,,P Small Cutoff LED Wall Pack _h4l 1415K SUO RAT N08 (11ACKUGHT UPLIGHT AND GLARE) tirky i;:M;;; XXX Typ> lit U31 a 0 VARNINGtAWnlenafice performed including the replacement of LLD backs wihilpower is still supplied to thelurrienalm. may result in will void the watianity. 2707 astans Cthv 0#11034 TIC, I#M 114411110 -MI, Wall Fo[rns,,WF23 th, Shallow Cutoff Face Surface, i'viourtr(, Round Type: %S2 Job. BUFFALO VALD WN35 Catalog number: �IvP2313L2Kw-a WF23 IaL3KU-) 1 BL L all ulluallf Fadef to Vi 4with C 15: Light dis-Abudon bhallow Cutoff Faco nava tuusrn,:ire. Lf.$, PATENTS; d. as Approvals; Date; Pai SvrNce Mount Die cast, low copper (<0,6% 01.) "furninurn alloy \vilh - s el mounting plate supplied for mounting double sidevvalls. Zinc plate6 tc to staiIdaid YorV'junction box. Face Plate, Die cast, lom, copper (<0.6% Cu) alorninurn alloy, with vertical and horizontrol d0Ubk-,, ribs cowving iiie full iwnas�phere. Ribs Sys"thickness. Secures 10 housing WkI faun are °A depth and 0 stainless � Ae ef captive socket head scrtiAs, Shallow Cutoff Fwe: 5ofid upper haffprolrudifig 5"/'fron) housing and concave Im"er half, Lens; Flat tempered glass, 'Yii'niinimurn thickness %,vidi lnwnal sandlblast, Petal [led in face plate and se-aled with a ouepiere <,iiic one gasket LECs Optical System A total of 9 LED emitters, configured in i rectangular array comprised together as a module. One (1) module for 9 LED version arid t%vo (12) modules for 18 LED ttrrsion, Available in 580rlrn, 3000K: 42001K and 5101716. LED Driver: Rated for 9 or 18 UO, universal -oltage from 120 to 07V xvith a r10% tolerance, -40'F starting ternpellitu,'e, All drivers, are Underviriters Laboratories recognized, Finish: Each luminaire receives a fade and abrasion resistant, electrostatically applied, thermally cured, triglyclidal isocyinurate (TGIC) polyester powdercoat finish. Standard cokK5' jncltle (OL) Black, (DRI Daik Bronze, 0AVI, V%ihite, iPS) Platinum Silver, (SG) Stealth Gray, (LG) Light CKly, and iCCJ) CLritCrn Color (include RAL #), Finishing Items: Electrical inodules and face plates, Each set of finishing items shall be in one container, clearly with the fixture catalog number. CAUTION. Fixtures must be grounded in accordance wid) national, state, and -or local electrical codes. Failure to do so may result in serious personal ityjuty. 7�4 rTHEiQE _FIXTURE DAR6 � _REAl0T DOWN POSITION _istin sand Rtitin s Nlitalflo for wkA i.>iatioris 02094KJ61l*MTINKa 02&oa506, FAX: 0r.istia-V, 16 Wall Forins,,WF23 Shal[o,,v Cutoff Face Surface Mount, ROI -Ind rvvisiou V21,11.4 ii, kl.-wf2 � _spc,,c.pdf Type: 10; Page: 2 of 2 Standard Features Fixture C Eleotrioiil Module Cat, No. - for Electrical r44oclulxs available; giii D i5dl; LED F, 1K2KUVl 09L2KUVl FSLSKUV� LJ 9L4KUV I_ 18L4KUVi I-JiMIKLIV, I- IOLSKUVI Lamp LED LED -Socket VA NW- lft� 21K=580hirnrolortern rature; 'Foi- L ill fif 16 LED L D Em K = 3ao9K collar tcn,}x n}#rue, }K = h2C 016 cc lar to r peratule' SK = a 10016 color temperer ire; AiV Universal of ta_,getr6rn1.2'dto277Vwit atltolerance: ,= - 9 -,- Finish Wor Black Dak Bronze Light C;ray Steafffi Gray Platinum SiNer 1Nbitis Ou5ton) colory -, TGIC powder coat Cat, No .� all [JIDS El LG SG rps DWH CC 'CUSt0rT1 Colors SUblect to additional charges: miiiiniun) quantities and extended tead times. Consult representative, Custorn color description: Optional Features Fusing Single Fusing ft,,r 12OV, and 277V primary Cat, No :... 8F No Option 020140,4LIGHTING • IaZ5 EAST GALE AVENUE, CITY OF INOUsTRY, 0A 91745,17aa LIGHT FIXXT URE'IWS211 NOTES: s. LAMP TYPE SHALL BE A LED WHITE LIGHT TO CREATE A UNIFIED COOL WHITE LIGHTING ACROSS THE SITE. NMI L"T" Type: Mi Job; 111.1;IPALO WILD iiiANGS Catalog number: wF23%3AN4L WF23 J 90KILP) 1 BL waill ormsVF23 Shallow Cutoff Face Surface &Aclunt, Round mA�!,ion E:°'2 L'i 4 Id wf_1 3 q)cc.n(f, Date: pftge° I of 2 Specifications -COLO, R 1 LAMP # to standard 3'' gar' 4' junction box. COLOR2 Face Plate: 1)iC1,Ca5t,. to", Copper (<'0,6% CLI) dUnY101-Irn Allay with vertical and horizontal double ribs covering the ;uE henii5phew, Ribs are rflininwin !,�5' depth ari(!`Yr.,'ihickrhs5s, SeCkire--, to housing with four stailliess steel capi socket head screws, Shallow Cutoff Face id upper ruc : Sol -r half prottane 51X�'froni Frousin arid ooricave lower half, Lens: Fiat tempeii,ed glass, 1,11,dminitnufn thickness wilit interna( sandblicit. Retained in face plate ands;ealed with it one-pieo, silicone gasket, F, 1) Gr, LED Optical System: A. total of 9 LED emitters ocillfigured in 'I rectangular array cornprised together as a module, One (1) module foi- 9 LED version and two (2) rytodules foi- 18 LEE) versioiri. Available in (cross Lamp J-bQx ill mall ty *thors Shadow>. 0IIric LED Driver; Rated for 9 or 18 LED. Universal vokag e i'mm 120 to iv re. 277V with a t10`1%toler,ae, -40'F startjngtepnperatur�. All dr, 'ets a 'Color Laboratories mcognized. Series At!ee Reflector r _77 Texture Color !---I secti 'a W ff Illai Textuirie Color 'a Combination I - Valtage 0 tions =XT I = CAUTION: Fixtures must grounded in arca dice yvith national, state, andior local electrical co&,s. Failure to do sr may rtsult in serious 32 personal jnluiy, =P THESE FIXT UIRES ARE AlIMMED IN THE Q Eight distribution Shalfo,,v Cutoff Face W= =L1 I.1 slarld,1011,150 7 f 15 wvt. Py H F vA v, Y= ltw! io-- 4a W _ -,: W, 5 4 0, T-:'- T51-10 F-. Iii X t Har Y s4y ser Nly T5,- A -_ Combo Key Yv Vmh!?� 11,141Y W{ iii: [6Aq I,, ul� 12- Bly NOTE Now 47 �Mv TZ 5 3i q T= lit ii<tot q,lkmrs ItI t� d,- �`,� - 4 d .1 U= " tail`}.jnl. "I" A "'I d 1 �T 14"b"d rbr;,r_tivo balLmt: 3 thud llir,�A is anc,1,ad rlAturd ht,f; y for jy U:o"xi UI,Jcy I"wt-, ...'I:: Stonco is a Philips company PHI U PS vAinvAtichlightusai.corn 0-- , 11-1#o ,it",. � LIGHT FIXTURE IIWPI 11 ....... ... .......... 'd ti ■ All a D-71-1 mom" smomp.,%lo, WKNININ Tt� isiwe iw .......... W ARM STYLES SLI5L4 sTIV 322 L SlAt G!CQMP0NENT5 MUNTIN I UNIftra A"15550fff 4" Mounting Plate 6" Mounting 6" Mounting Plate W54�XX ]NVrX and Cap AiC335rX li,I'Ail -rint Ca,I, Suoi,I VZtq lk�4,,a wnilU 1 J Stonco is a Philips company PHILIPS LIGHT FIXTURE 11RF211 NOTES: FLUORESCENT BALLAST TO BE REPLACED WITH A LED BALLAST LAMPTO CREATE A UNIFIED COOL WHITE LIGHTING ACROSS THE SITE. LHSW,,P Small Cutoff LED Wall Pack _h4l 1415K SUO RAT N08 (11ACKUGHT UPLIGHT AND GLARE) tirky i;:M;;; XXX Typ> lit U31 a 0 VARNINGtAWnlenafice performed including the replacement of LLD backs wihilpower is still supplied to thelurrienalm. may result in will void the watianity. 2707 astans Cthv 0#11034 TIC, I#M 114411110 -MI, Wall Fo[rns,,WF23 th, Shallow Cutoff Face Surface, i'viourtr(, Round Type: %S2 Job. BUFFALO VALD WN35 Catalog number: �IvP2313L2Kw-a WF23 IaL3KU-) 1 BL L all ulluallf Fadef to Vi 4with C 15: Light dis-Abudon bhallow Cutoff Faco nava tuusrn,:ire. Lf.$, PATENTS; d. as Approvals; Date; Pai SvrNce Mount Die cast, low copper (<0,6% 01.) "furninurn alloy \vilh - s el mounting plate supplied for mounting double sidevvalls. Zinc plate6 tc to staiIdaid YorV'junction box. Face Plate, Die cast, lom, copper (<0.6% Cu) alorninurn alloy, with vertical and horizontrol d0Ubk-,, ribs cowving iiie full iwnas�phere. Ribs Sys"thickness. Secures 10 housing WkI faun are °A depth and 0 stainless � Ae ef captive socket head scrtiAs, Shallow Cutoff Fwe: 5ofid upper haffprolrudifig 5"/'fron) housing and concave Im"er half, Lens; Flat tempered glass, 'Yii'niinimurn thickness %,vidi lnwnal sandlblast, Petal [led in face plate and se-aled with a ouepiere <,iiic one gasket LECs Optical System A total of 9 LED emitters, configured in i rectangular array comprised together as a module. One (1) module for 9 LED version arid t%vo (12) modules for 18 LED ttrrsion, Available in 580rlrn, 3000K: 42001K and 5101716. LED Driver: Rated for 9 or 18 UO, universal -oltage from 120 to 07V xvith a r10% tolerance, -40'F starting ternpellitu,'e, All drivers, are Underviriters Laboratories recognized, Finish: Each luminaire receives a fade and abrasion resistant, electrostatically applied, thermally cured, triglyclidal isocyinurate (TGIC) polyester powdercoat finish. Standard cokK5' jncltle (OL) Black, (DRI Daik Bronze, 0AVI, V%ihite, iPS) Platinum Silver, (SG) Stealth Gray, (LG) Light CKly, and iCCJ) CLritCrn Color (include RAL #), Finishing Items: Electrical inodules and face plates, Each set of finishing items shall be in one container, clearly with the fixture catalog number. CAUTION. Fixtures must be grounded in accordance wid) national, state, and -or local electrical codes. Failure to do so may result in serious personal ityjuty. 7�4 rTHEiQE _FIXTURE DAR6 � _REAl0T DOWN POSITION _istin sand Rtitin s Nlitalflo for wkA i.>iatioris 02094KJ61l*MTINKa 02&oa506, FAX: 0r.istia-V, 16 Wall Forins,,WF23 Shal[o,,v Cutoff Face Surface Mount, ROI -Ind rvvisiou V21,11.4 ii, kl.-wf2 � _spc,,c.pdf Type: 10; Page: 2 of 2 Standard Features Fixture C Eleotrioiil Module Cat, No. - for Electrical r44oclulxs available; giii D i5dl; LED F, 1K2KUVl 09L2KUVl FSLSKUV� LJ 9L4KUV I_ 18L4KUVi I-JiMIKLIV, I- IOLSKUVI Lamp LED LED -Socket VA NW- lft� 21K=580hirnrolortern rature; 'Foi- L ill fif 16 LED L D Em K = 3ao9K collar tcn,}x n}#rue, }K = h2C 016 cc lar to r peratule' SK = a 10016 color temperer ire; AiV Universal of ta_,getr6rn1.2'dto277Vwit atltolerance: ,= - 9 -,- Finish Wor Black Dak Bronze Light C;ray Steafffi Gray Platinum SiNer 1Nbitis Ou5ton) colory -, TGIC powder coat Cat, No .� all [JIDS El LG SG rps DWH CC 'CUSt0rT1 Colors SUblect to additional charges: miiiiniun) quantities and extended tead times. Consult representative, Custorn color description: Optional Features Fusing Single Fusing ft,,r 12OV, and 277V primary Cat, No :... 8F No Option 020140,4LIGHTING • IaZ5 EAST GALE AVENUE, CITY OF INOUsTRY, 0A 91745,17aa LIGHT FIXXT URE'IWS211 NOTES: s. LAMP TYPE SHALL BE A LED WHITE LIGHT TO CREATE A UNIFIED COOL WHITE LIGHTING ACROSS THE SITE. NMI L"T" Type: Mi Job; 111.1;IPALO WILD iiiANGS Catalog number: wF23%3AN4L WF23 J 90KILP) 1 BL waill ormsVF23 Shallow Cutoff Face Surface &Aclunt, Round mA�!,ion E:°'2 L'i 4 Id wf_1 3 q)cc.n(f, Date: pftge° I of 2 Specifications Surface Mount; Die-cast, llow copper t<0.6%, Cu; aluminum alloy with d0i,lble Side walls- Zi nc pi ate[},.steel Plounting plate. supplied for mcit'Anti ng 3 [ILIKUVI to standard 3'' gar' 4' junction box. ED I 8L2KUVI Face Plate: 1)iC1,Ca5t,. to", Copper (<'0,6% CLI) dUnY101-Irn Allay with vertical and horizontal double ribs covering the ;uE henii5phew, Ribs are rflininwin !,�5' depth ari(!`Yr.,'ihickrhs5s, SeCkire--, to housing with four stailliess steel capi socket head screws, Shallow Cutoff Face id upper ruc : Sol -r half prottane 51X�'froni Frousin arid ooricave lower half, Lens: Fiat tempeii,ed glass, 1,11,dminitnufn thickness wilit interna( sandblicit. Retained in face plate ands;ealed with it one-pieo, silicone gasket, F, 1) Gr, LED Optical System: A. total of 9 LED emitters ocillfigured in 'I rectangular array cornprised together as a module, One (1) module foi- 9 LED version and two (2) rytodules foi- 18 LEE) versioiri. Available in 0 18L4KUVI 580uni, mock, +moi<and 5100tc J-bQx ill mall ty *thors Shadow>. 0IIric LED Driver; Rated for 9 or 18 LED. Universal vokag e i'mm 120 to iv re. 277V with a t10`1%toler,ae, -40'F startjngtepnperatur�. All dr, 'ets a -Lamp l LED ' Laboratories mcognized. -7,77 7 Finish; Each lurninaite receives a fade ant abrasion resistant, electrostatically applied, thert-na(l), cured` triglycic'.'I Notcyanurate (TGIC) Po[\'ester PoVderCUQt filli$I'l, Standard colors' inci,.,Ide tBL) Black, (DO) Dark Elrorizc�, iWH) V%thite, IPS} platinum Silveir, i4:G` Stealth Gray, (1,C) o Light Gray, and (CC? Custom Color (Include RA1,11'; Finishing Items: Electrical modules and face pates.. Each set of all be in unecontairter, cleadv 01�1 rked vVith alefi)(Lire finishing sterns sit, Catalog nursll".. CAUTION: Fixtures must grounded in arca dice yvith national, state, andior local electrical co&,s. Failure to do sr may rtsult in serious personal jnluiy, THESE FIXT UIRES ARE AlIMMED IN THE DOWN POSITION Eight distribution Shalfo,,v Cutoff Face L I., =L1 I.1 slarld,1011,150 7 U.S, PATERTS: 15 wvt. TOKJLUIvI�rl 6 BUFFALO WILD WINGS TYPE SD4 Io fAIL LIN�;TH F x (N�, PcJLJ,,6 -1) CAT# LUM50-M-UB F, z IS) ib + tf7Ct7o tfk t TQKiWfvl L=Ul VOLV%OE� OVOC ,W�KEN 60 nA VOVV�r: 0.11.8.V LEIIII . Z ') 01, " A14 10 L 4 TOKfLUI,A 5EM5 �1,151vlrl`IAL NO, RA ll'r MATERIA I CA131f, PV� 1145 til. An% 'Ail TH PLAJEPJR 16 AWC� K 4 TOMAR UGHnNG INC. 22,1-c"4" 1215 E, DTQkl-fly LANrl GEFfIAMER?, 2M z ANAHEIM, 0', 622,11 TEL 714 772 7CO5 rAX! 714 77l5 7C -I 4 VWN%IN 3 T,M) (;AF PVC �XALE 4 61-imr, Iii 5T FOLYCUT"'I r_7TIO-Hr., 5 1 LFKI�IARU, 1 FVC MULATIOV 14M FLAT171? 45AYe,X 4 madame a Wall Forrn��,WF23 Shallow Cutoff Face Surface Mount, Round kt_,%vf2.i_q)ot-pdf Type: job: Page: I of 2 Fixture, EWrical Module Standard Features Cat No. VF21; Cat, Nos. for Electrical Nloclules avalattle; IEC ------ r,vl.,�'(y �%4AX Lr 3 [ILIKUVI ED I 8L2KUVI 26 L] 18L3KUVI F, 1) Gr, 2-0 F -T. 0 18L4KUVI U -9LSKUVI 0 i8LSKUVI -Lamp l LED ' -7,77 7 5o,;�WA N/A TQKiWfvl L=Ul VOLV%OE� OVOC ,W�KEN 60 nA VOVV�r: 0.11.8.V LEIIII . Z ') 01, " A14 10 L 4 TOKfLUI,A 5EM5 �1,151vlrl`IAL NO, RA ll'r MATERIA I CA131f, PV� 1145 til. An% 'Ail TH PLAJEPJR 16 AWC� K 4 TOMAR UGHnNG INC. 22,1-c"4" 1215 E, DTQkl-fly LANrl GEFfIAMER?, 2M z ANAHEIM, 0', 622,11 TEL 714 772 7CO5 rAX! 714 77l5 7C -I 4 VWN%IN 3 T,M) (;AF PVC �XALE 4 61-imr, Iii 5T FOLYCUT"'I r_7TIO-Hr., 5 1 LFKI�IARU, 1 FVC MULATIOV 14M FLAT171? 45AYe,X 4 madame a Wall Forrn��,WF23 Shallow Cutoff Face Surface Mount, Round kt_,%vf2.i_q)ot-pdf Type: job: Page: I of 2 Fixture, EWrical Module Standard Features Cat No. VF21; Cat, Nos. for Electrical Nloclules avalattle; IEC 3 [ILIKUVI ED I 8L2KUVI 01_31KUW� IL L] 18L3KUVI I_ 9L4hS11t' 0 18L4KUVI U -9LSKUVI 0 i8LSKUVI -Lamp l LED ' LED 5o,;�WA N/A - For LED, 9LEDErnittem, ISLie 2l rt 2K= 390ntyt color tenir 3�K - 3.qpqK Fg!cr tFTla Or 4K 4200K 51 OOK color tem peratures UV Unae ........... a Vor I r L " 11 gp" Fi nish Won Black Dark btonize Light Gray Sten[th Cray Platinum Silver LVhhe Caston) (_oro rsz TGIC poen der coat -J, -1 LG _,J SG L_ PS WH C I CC aCusloni colors subject to additional charges, minirriurn quantities and extended lead times. Consult representative Custom color description:I Optional Features Fusing Single Fusing icir 1201V, and 277 1 primary. Cat. No, SF -1 No Opdon r 6ALC 3rry Or iNbriaTOY, OA 91745-1 /a5 - 1CL.: �0: piRsetcia-alit 4 zom ium UOWO� i e6,5s tA,, AVIINUE. 0 NOTES: LAMP TYPE SHALL BEA LED WHITE LIGHT TO CREATE A UNIFIED COOL WHITE LIGHTING ACROSS THE SITE. s LIGHT FIXTURE ItD4I I NOTES: LAMP TYPE SHALL BEA LED WHITE LIGHT TO CREATE A UNIFIED COOL WHITE LIGHTING ACROSS THE SITE, H 07N SCOTT R. COLLINSI]2, i' --f Lic. No. 03579141, Q) U) a I I L.0 10 -0 a) D 0 Cr In _0 0 ui - U) Z LL_ < CO 0 Q) W - 0 M3 (D so Sz 0 0 C J 0 0- (1) to Q> (D X (D -0 co E 9__ _0 2! 0 0 c: :3 0 0 010 0 In C 0 X 4--, W 0 U) 0 ULJ o0 0 ULl 1-- 0 LU E 0 C JOB NO. 092029 0 U) U) SCALE 0 _0 :3 -6 AS SHOWN U) • Q) U) a I I L.0 10 -0 a) D 0 Cr In _0 0 ui - U) Z LL_ < CO 0 Q) W - 0 M3 (D so Sz 0 0 C J 0 0- (1) to Q> (D X (D -0 co E 9__ _0 2! 0 0 c: :3 0 0 010 0 In C 0 X 4--, W 0 U) 0 ULJ o0 0 ULl 1-- 0 LU E 0 C JOB NO. 092029 0 U) U) SCALE 0 _0 :3 -6 AS SHOWN U) JUNCTION BOXES, TRANSFORMER PADS. PEDESTALS, ETC,. SHALL: NOT 6E LOCATED WITHIN THE. RIGHT OF WAY, - :VARIES 44^ MIN, 3JATF IR SEiI F Design Storm Year= POINT DOWNSTREAM STRUCTURE DRAIN AREA RUNOFF COLI=F. INCR CA ACCUM INLET TIME RAIN i FALL! RUNOFF Q INVERT ELEVATIONS LENGTH SLOPE DIA CAPA- CITY VEL FLOW REMARKS TIME INLET WATER SURFACE, ELEV. RIM ELEV ACRES C 18"-22r BOX 7 cu. FT, #68 STONE-� MIN MIN ' C.F.S._ UPPER LOWER FEET FT./FT. INCHES C.F.S, F.P.S. SEC 4,0 sN 45 22 1/2 2,00: 1.50 2.25 2.06 160 2.52 0.15 0.10, 2,00 i 2,50 453.20 16.02 18 6.78 0.004 0.07 3.8 18 -- 0.43 0.70 0.30 030 6.00 6.3.5 1.9 0.48 Hydrology � v 2 45 2.66 16 2;77 1 Pipe 6.4 3.6 461.50 461.25 50,36 0.0050 15 4.6 3.6 14.2 16 0,15 0,06 0.50 0.03 Q33 6.24 6.28 2.I 0.004 0.26 3.6 0.1 90 4.83 3.83 3.42 14 cLi C N N 9- 10' & 12 453.33 s 461.15 460.45 138.47 0.0050 15 4.6 3.6 38.2 14 22 1/2 0.10 0.90 0,09 0,42 6.87 6.10 2.6 0.14094 0.26 N/A 0,13 039 457.24 466.15 s 12 130.87 18 6.36 0.004 0.48 3.6 0.1 46035 459.67 86,57 0.0079 15 5.7 4.5 19.2 12 o o 'o o _ 0.42 0.80 0.34 0,76 7.19 6.02 4.6 T _o a o o _ 3.3 2.7 OUT 0.1 0.04 69 0.06229 0.15 NA 0.08 452.33 452.00 1.8.51 0.0178 15 8.6 7.1 2,6 3.31 0.003 0.18 2.7 0.0 O U1 a N O N p E a > _1 4 U U C U' 0 v ) O u� 8 wo i4 is U I d C9 v 0.9 0,8 0.70749 0.0 0.00 1013 10,00251 0.10 0.90 0.09 0.09 5.00 6,67 0,6 461.18 53.48 15 0.93 0.000 0.01 0.8 0.0 10 CE 2 T r� a) 3o _m C 463.00 462.00 114.78 0.0087 15 6.0 3.1 36.9 10 v) 0.06 0.90 0.05 0.14 5.62 6,47 0.9 0.29327 0.0 0.0(1) 80 0.00245 0.01 NA 0.00 8 461.19 467.13 4.44 463.00 114.78 15 0.60 461.90 460.18 53.48 0.0321 15 I L6 5.6 9.5 8 0.00 0.42 0.90 038 0,52 6.00 6.35 3.3 0.78 IOB .S t/ _ G. 6 0.045 _ N a) L 0.00 U 460.08 457,10 68.63 0.0434 15 13.5 9.0r 467.87 6 (n 0.54 6.90 0,49 1.01 613 6.31 6.4 U 2.0 0.0833 4.1650 5.78 0.84 4 0.08 (n 3CC I it W 457.00 456.35 130.87 0.0050 18 7.4 4.7 0.00 4 0.001p 0.00 0.90 0.00 1.01 fi.59 618 �, 6.4 left0.22 453.00 18.51 15 4.55 2 0.09 3.7 0.1 0.0833 4.1650 9.41 18 456.25 455,65 71,42 0.0084 18 9.6 5.8 6.00 2 1 0.11 1 0.90 1 0.10 1.11 6.79 6.12 18 50.4 0.013 0.0050 2.6 2.1 5.37697 0. t 0.02 16 OUT 0.08 NA 0,04 0.14 453.14 465,67 0.030 452.50 452.00 16.02 0.0312 18 18.6 9.6 1.7 rTrgian Vrar• 10 Proiect: Belvedere Phase IVA Job 4: 112059 Prepared bv: AML, PE INLE"r STATION OUTLET WATER SURFACE ELEV L� D�, Q�, LW S+i Ht' Vo _ Ho F QIN _ V I JUNCTION LOSS __ _ Q; V; Vi /2g f Ii ANGLE H�,t.31i, DLOCl< AG kiNST f _ ___ .51It FINAL 11 INLET WATER SURFACE, ELEV. RIM ELEV I RESTRAINCO JOINT FITTINGS 18"-22r BOX 7 cu. FT, #68 STONE-� L-2 VALVE TO POURING CONCRETE, A STEEL PILE SHALL 2.50 BE, UStO AS ADDITIONAL SUPPORT, 0,24 Mannings Coefficient, n is 0.013 UI 4,0 sN 45 22 1/2 2,00: 1.50 2.25 2.06 160 2.52 0.15 0.10, 2,00 2.25 2,50 453.20 16.02 18 6.78 0.004 0.07 3.8 0.1 -- Inlet _ Hydrology 90 3.66 3.16 3:21 0.48 Hydrology � v 2 45 2.66 1 2;77 1 Pipe 6.4 3.6 22.9133 0.2 0.07 27 0.0443 0.17 NA 0.09 0,15 453.35 463.65 1.66 456.85 71.42 1 18 1 6.36 0.004 0.26 3.6 0.1 90 4.83 3.83 3.42 0.83 cLi C N N 9- 10' & 12 453.33 s 3.58 4 0.43 3,83 4.00 2.83 0.52 22 1/2 2.33 6A, 3.6 22,9133 0.2 0.07 90 0.14094 0.26 N/A 0,13 039 457.24 466.15 s 457.55 130.87 18 6.36 0.004 0.48 3.6 0.1 U 7tll O T C Q U N P N O o o 'o o _ o a � m 6 Q) S� T _o a o o is 3.3 2.7 895016 0.1 0.04 69 0.06229 0.15 NA 0.08 0.56 458,11 461.90 O 458.11 68.63 15 3.31 0.003 0.18 2.7 0.0 O U1 a N O N p E a > _1 4 U U C U' 0 v ) O u� 8 wo i4 is U Li d C9 v 0.9 0,8 0.70749 0.0 0.00 30 10,00251 0,03 NA 0.02 0.20 45830 465.50 N 461.18 53.48 15 0.93 0.000 0.01 0.8 0.0 CE 2 T r� a) 3o _m C o '� a) aU' C p 10 d U C7 Ci (n v) cn (n 1- w° > 0.6 0.5 0.29327 0.0 0.0(1) 80 0.00245 0.01 NA 0.00 0.01 461.19 467.13 4.44 463.00 114.78 15 0.60 0.000 0.01 0.5 0.0 LU owable spread=16' L7 a C 0.00 xn 0.0010 1 0.0200 "' F- W a) 0.78 IOB .S t/ _ G. 0.90 0.045 _ N a) L 0.00 U 0 0.00 NA 0.00 0.01 463.01 467.87 >= (n 0.06 W Q 0.22 U U 0.0010 U 2.0 0.0833 4.1650 5.78 0.84 0.08 (n 3CC I it W > U_ 0.4 Pipe run: 18 - OUT 1,29 0.00 1.29 0.001p 0.0200 2.0 0.06 1 0.132 1 3.02 Maximum allowable spread=16' left0.22 453.00 18.51 15 4.55 0.005 0.09 3.7 0.1 0.0833 4.1650 9.41 18 16 0.43 0.70 0.44 0.301 0.301 6.00 6.35 G.32 12 0.288 1.91 0.00 461.50 461.25 50.4 0.013 0.0050 2.6 2.1 5.37697 0. t 0.02 16 0.0068 1 0.08 NA 0,04 0.14 453.14 465,67 0.030 460.67 86.57 15 2,57 0.002 0.14 2,1 0.0 461.15 460.45 138,5 0.013 0.0050 15 4.57 3.62 0.24 0.64 10.2161 0.86 0.00 14 12 0.10 0.90 0.0833 0.090 0.421 6.87 6_10 2.1 f.7 3.52323 0.0 0.02 18 0.00446 0.04 NA 0.02 0,16 460.83 466.25 4.51 461.45 138.47 15 2.08 0.001 0.14 1.7 0.0 0.336 0.757 7.19 6.02 Maximum allowable spread=16' 2.02 4.55 1.5 452.33 452.00 18.5 16 0.0178 15 0.0010 8.62 7.08 7.38 0.04 4.59 1.9 1.6 2.97593 0.0 0.011 1 63 0.02071 0.05 NA 0.02 0.17 461.62 466.95 4.1650 462.25 50.36 15 191 0.001 0.04 1.6 0.0 10.90 10.0361 0.14 1 0.00 0.14 10B 10 0.10 0.90 14.1650 0.090 0.090 5.00 1g 0.60 0.60 10 463.00 462.00 114.8 0,013 0.0087 15 combined flow 6.03 0.00) 0 0 0.01 NA 0.00 Q05 462.30 465.95 vvr acs ,v,Huv FZE TftA(NED JOINT FITTINGS _ vAr2IES �. -2' COPPER ON --LINE WATER MAINM.J, FITTING 2., CORP,. STOP (TYPE IAB") ----•-------,•,.: art" -�„�1.. 'E 4" DIP 4" PLUG .THREADED FOR 2 `` ) a ._: 2" GC3h9Pt+ESSfQit i=lTTli1G 4 e RESTRAINED JOINT FITTINGS .J. PLUG NOTE 1, SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE 6F CONCRETE. 2, MAINTAIN A 3 1/2' MEN. COVER FROM THE MAIN TQ THF FIRES HYDRANT ( INCLUDING 01'rCHE3 } 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE I6 ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT 15 NOT ALLOWED IN THE DITCH 5, FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIMS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET A°£AS, THE WEEP HOLES SHAI.k BE PLUGGED AND THE HYDRANT SHALL, BE PUMPED DRY. 'TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N,T,S, FIG, 'N_4 TD -8 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL PIPE I ( ,-6" GATE NOTE: HYDRANT MUST BE t VALVE TEE AND PLUGS EQUIPPFD MTH GFIARLOT3ES- SIZE TEE VILLE THREADS WHICH is 1 BASE AND THRUST :a THE LOCAL STANDARO, DLOCl< AG kiNST f LENGTH OF BRANCH VARIES 6' MIN (270• SOIL. STEEL PILE 2' TO 10' . I RESTRAINCO JOINT FITTINGS 18"-22r BOX 7 cu. FT, #68 STONE-� L-2 VALVE NOTE 1, SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE 6F CONCRETE. 2, MAINTAIN A 3 1/2' MEN. COVER FROM THE MAIN TQ THF FIRES HYDRANT ( INCLUDING 01'rCHE3 } 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE I6 ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT 15 NOT ALLOWED IN THE DITCH 5, FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIMS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET A°£AS, THE WEEP HOLES SHAI.k BE PLUGGED AND THE HYDRANT SHALL, BE PUMPED DRY. 'TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N,T,S, FIG, 'N_4 TD -8 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL PIPE I ( ,-6" GATE 4eMIN t VALVE TEE AND PLUGS VOL, i SIZE TEE 2500 P,S.L CONCRETE MYD,(FEET) BASE AND THRUST :a Cu,Yt}, DLOCl< AG kiNST BEND UNDISTURBED STABLE (intensity SOIL. STEEL PILE off I RESTRAINCO JOINT FITTINGS WNFA, THE SOIL is 015TIJR8ED OR WHEN T A HYDRANT IS LOCATED IN A FILL, III ADDITION 90 TO POURING CONCRETE, A STEEL PILE SHALL 2.50 BE, UStO AS ADDITIONAL SUPPORT, 0,24 NOTE 1, SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE 6F CONCRETE. 2, MAINTAIN A 3 1/2' MEN. COVER FROM THE MAIN TQ THF FIRES HYDRANT ( INCLUDING 01'rCHE3 } 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE I6 ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT 15 NOT ALLOWED IN THE DITCH 5, FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIMS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET A°£AS, THE WEEP HOLES SHAI.k BE PLUGGED AND THE HYDRANT SHALL, BE PUMPED DRY. 'TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N,T,S, FIG, 'N_4 TD -8 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL PIPE I DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL, i SIZE OF (FEET') MYD,(FEET) Cu,Yt}, Intensity BEND (intensity L off T. L It T 90 2.50 2.50 3:01 0,24 Mannings Coefficient, n is 0.013 UI 4,0 sN 45 22 1/2 2,00: 1.50 2.25 2.06 160 2.52 0.15 0.10, 2,00 2.25 2,50 0,15 IT = 0.013 k1 1/4. 1,50: 2.00 2;50 0.10, Inlet -- Inlet _ Hydrology 90 3.66 3.16 3:21 0.48 Hydrology � v 8 45 2.66 2.66 2;77 0.26 Pipe 22 1/2 1.66 2J6 Z;69 0.13 3.16 2.91 2.65 0:32 (J7 19 1/4 1.66 2,16 2;57 0.1.3 a O � � o -.-a 90 4.83 3.83 3.42 0.83 cLi C N N 9- 10' & 12 453.33 s 3.58 2:95 0.43 3,83 4.00 2.83 0.52 22 1/2 2.33 2.58 lee 0.2.4 ®- v 0 N ^O 11 1/4 . .1.83 233 2.54 0.16 s a) a3 ti N cn y VARIES 1. THRUST BLOCKS ARE: REQUIRED WHENEVER THE PIPELINE CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND. AT VALVES, 2. USE 2500 P.S.I, CONCRETE. 3, NO C®NCiETI SHALL 8E POC1fZED QN ANY PART QF _[HE JQINT. EWER SERVICE LATERAL CONNECTION 4. THE. CONSULTING ENGINEER SNAIL BE RESPONSI9LE TO THE VERIFY TNF TYPE & SIZE OF ALL 7eiRi1S f BLOCKS. N.T.S, CONCRETE THRUST BLOCKS FIG. S-2 NTS -- - FI, W-3 TD -33: TD -3 INITIAL BACKFILL BEDDING d STONE * STABLE $OIL RUCK * SCRAPE THE BOTTOM OF' THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T FEST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF x}68 STONE, FOUNDATION IN POOR SOIL UNDER --GUT CONDITION UNSTABL SOIL I- L BACKFILL 4 MI I 8 6 MIN Nltu. #68 STONE `ILL, AS 13`6 ACSA / :x STABLE SOIL OR ROCK NOTE 1. NO ROCKS SHALL 8E ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LI1=T& 4. NO ORGANIC OR. FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH, 5, BELL HOLES SHALL BE DUG OUT IN ALL CASES, DUCTILE 1 'tt./ PIPE INSTALLATION (& BEDDING _ NTS FIG. W-2 TD --2 WATER 2500 P,SJ, CONCRETE THRUST OLOCK INLETS ON GRADE, DESIGN {CURB SPREAD AND INLET CAPTURE) URB SPREAD AND INLET CAPTURE) 092029 f� SCALE f - c Intensity Intensity 4AU (intensity is 4 in/hr for spread, and 6.5 inlhr for capacity and depth) (intensity is 4 in/hr Intensity 6.50 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, IT is 0.013 Mannings Coefficient, n is 0.013 UI U Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter IT = 0.013 w Inlet Inlet Inlet Inlet _ Hydrology Hydrology Curb and Gutter �/� Curb and Gutter Curb and Gutter Hydrology � v Inlet I, U Pipe J � v iJ U � ® (J7 Z a O � � o -.-a w W In f- cLi C N N 9- s O T3 N � V c o? ®- v 0 N ^O m rY -2 s a) a3 ti N cn y O U U 'j XW U 7tll O T C Q U N P N O o o 'o o _ o a � m o Q) S� T _o a o o is J O .� N �, a) N LL O O '� a) (a 3y i ti 30 O O 3 U UD N O X Q O U1 a N O N p E a > _1 4 U U C U' 0 v ) O u� F wo i4 is U Li d C9 v N 10B 3B 8,0 _ 0.10 1 0.90 1 0.090 1 0.36 1 0.00 1 0200 2.0 0.0830 4.1500 3.701 0.97 3.5120 0.1463 0.1619 1 5.14 1 1.56 1 1.00 0.36 1 0.00 N Maximum allowable spread=16' for inlets draining to stormwater management facilities, where overland flow to facilities is not available, 100% capture is required at 6.5in/hr ------------------ (4 > S� U a a C INLETS ON GRADE, DESIGN ( URB SPREAD AND INLET CAPTURE) 092029 f� SCALE f - c Intensity 4,00 (intensity is 4 in/hr Intensity 6.50 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 UI U Mannings Coefficient, n is 0.013 IT = 0.013 w 0 Inlet Inlet Inlet _ Hydrology Hydrology Curb and Gutter �/� Curb and Gutter Curb and Gutter Hydrology Inlet Inlet Inlet I, U Pipe J � v iJ U � ® (J7 Z a O � � o -.-a w W In f- cLi C pmol s Q � ®- v 0 0 O cu rY -2 O are Jn U m Q fZ U Uj s 0 E � P N N � � X LL O G V a) (a o 00 i ti 30 o O 3 U -a N O 'S o O a) C O N p (a C O O O (a 2 1 a) �- + U a)16 � m N m O to •� U O j Q O N r) N N O U (4 > S� U a a C CE 2 T r� a) 3o _m C o '� a) aU' C p M _j d U C7 Ci (n v) cn (n 1- w° > in u) J J Li C7 Q C1 a 0 >Y 10B 3B 8.0_fl 0.10 0.90 0.090 0.59 0.00 0.59 OA300 10200 2.0 0.0830 4.1500 4.44 0.92 3.5120 0.1463 0.1546 6.48 1.23 1.00 1 0.59 1 0.00 I LU owable spread=16' - Tor inlets aralning to stormwateq management racinves, where ovenand now to ractimes is not avatlaole, lUu`ro capture Is required at e.oln/nr Table 8: Pipe Design Table PIPE DESIGN 092029 f� SCALE f - c Intensity 4,00 (intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 UI U IT = 0.013 w 0 Inlet Inlet A Q Hydrology Pipe �/� Curb and Gutter Curb and Gutter Hydrology 111 Inlet Inlet I, U Pipe J iJ U � ® (J7 Z a O � � o -.-a w W In f- cLi C pmol m Q � ®- v 0 O cu rY O are Jn U m Q fZ Uj 0 E � � N N � � c U rn (a o 00 .� � 3 � N N m -a o O a) C O O O O i5 2 1 a) U a)16 � m m m 0 o U) C CE 2 T r� a) 3o _m C o '� a) Sa C p Q, G N >_ c E U > Y U cmi Q C1 a a cn rn S n � F wo a a U IL > 2 LU U L7 a C 0.00 xn 0.0010 1 0.0200 "' F- W a) 0.78 <a .S t/ _ G. 0.90 0.045 _ N a) L cE E O 0.0833 Q 1 5.400.86 4L - a) 7 0.75 >y >= (n 0.06 W Q 0.22 U U 0.0010 U 2.0 0.0833 4.1650 5.78 0.84 0.08 (n 3CC I it W > U_ 0.4 Pipe run: 18 - OUT 1,29 0.00 1.29 0.001p 0.0200 2.0 0.06 1 0.132 1 3.02 Maximum allowable spread=16' left0.22 0.90 0.198 0.79 0.00 0.79 0.0010 0.0200 2.0 0.0833 4.1650 9.41 18 16 0.43 0.70 0.44 0.301 0.301 6.00 6.35 G.32 1.91 0.288 1.91 0.00 461.50 461.25 50.4 0.013 0.0050 15 10.83 4.57 3.55 0.24 0.22 6 16 14 0.06 0.50 0.030 0,331 6.24 6.28 1.40 0.19 1.40 2.08 0.0200 1 461.15 460.45 138,5 0.013 0.0050 15 4.57 3.62 0.24 0.64 10.2161 0.86 0.00 14 12 0.10 0.90 0.0833 0.090 0.421 6.87 6_10 0.0833 1 0.55 10.47 2.57 460.35 459.67 86.6 0.013 0.0079 15 0.65 5.74 4.51 2.0 0.32 1 4.1650 1 8,73 12 OUT 0.42 0.80 0.336 0.757 7.19 6.02 Maximum allowable spread=16' 2.02 4.55 1.5 452.33 452.00 18.5 0.013 0.0178 15 0.0010 8.62 7.08 7.38 0.04 4.59 0,92 Pipe run: 106 - OUT left 0.02 10.90 10.0181 0.07 1 0,00 0.07 0.0010 0.0200 2.0 1 0.0833 4.1650 3.83 0.95 4.1650 1 5.96 0.83 right 0.04 10.90 10.0361 0.14 1 0.00 0.14 10B 10 0.10 0.90 14.1650 0.090 0.090 5.00 6.67 0.60 0.60 10 463.00 462.00 114.8 0,013 0.0087 15 combined flow 6.03 3.11 0.80 0.62 1.92 0.00 10 8 0.06 0.90 2.29 0.054 0.144 5.62 6.47 left 0.35 0.93 0.296 461.90 460.18 53.5 0.013 0.0321 15 1 0.0833 11.57 5.63 1 0.52 0.16 1 2.0 0.0833 8 6 0.42 0.90 right 0.378 0.522 6.00 6.35 1 0,00 2.40 3.31 0.0200 460.08 457.10 68.6 0,013 0.0434 15 13.46 8.96 12 0.13 8,0 9.43 6 4 0.54 0.90 1.3 0,486 1.008 6.13 6.31 0.00 3.07 6.36 0.14 457.00 45635 130.9 0.013 0.0050 18 left 7,43 4.72 10.0271 0.46 1 0,00 0.11 4 2 0.00 0.90 4.1650 0.000 1.008 6.59 6.18 0.72 0.00 6.36 I 0.07 456.25 455.65 71.4 0.013 0.0084 18 0.0200 9.63 5.81 1 4.1650 0,20 1 0.81 2 O(FT 0.11 0.90 14 0.099 1.107 6.79 6.12 0.61 6.78 0.4 452.50 452.00 16.0 0.013 0.0312 18 0.0010 18.55 9.59 3.21 0.03 4.29 0.93 PLACE 5' GALVANIZED " WITNESS POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS ci AS DIRECTED. MARKER LOCATION MAY BE SUBJECT d TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE -� 4 Q ABLE VALVE BOX W/ LID M.J. GATE VALVE LINE 2'x 2' BEARING AREA. NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE;. TYPICAL.. GATE VALVE NTS FIG. W-5 TD -9 INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) 092029 f� SCALE f - c Intensity 4,00 (intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 UI U w 0 Inlet Inlet A Q Hydrology Z �/� Curb and Gutter Curb and Gutter 111 Inlet Inlet I, U J iJ U � ® (J7 Z o -.-a w W In f- cLi C pmol Q � ®- v 0 O cu rY O are Jn U m Q fZ Uj 0 E � � N N a rn o .� � 3 � N N m -a o O a) C O O O O i5 2 O v is � m m m m o t- QQ 2 T r� '� 3o _m C o '� a) = rn �, Q, o ?r .c c E m a > U cmi Q C1 a a cn rn S n � F wo a a IL > 2 LU U L7 a C 0.00 xn 0.0010 1 0.0200 co F- W c 0.78 F left G. 0.90 0.045 0.18 1 0.00 0.18 0.0010 1 0.0200 2.0 0.0833 1 4.1650 1 5.400.86 4.'1650 6,93 1 0.75 right 0.06 0.90 0.054 0.22 0.00 0.22 0.0010 0.0200 2.0 0.0833 4.1650 5.78 0.84 0.08 2 3CC I 8.0 combined flow 0.4 1,29 0.00 1.29 0.001p 0.0200 2.0 0.06 1 0.132 1 3.02 Maximum allowable spread=16' left0.22 0.90 0.198 0.79 0.00 0.79 0.0010 0.0200 2.0 0.0833 4.1650 9.41 0.60 0.0833 4.1650 12.99 0.44 right G.32 0.90 0.288 1.15 0.00 1.15 0.0010 0.0200 2.0 O.D833 4.1650 10.83 0.52 0.22 6 F 3G 10,0 left combined flow 1.9 0.216 1.40 0.00 1.40 0,0010 1 0.0200 1 2.0 0.16 1 0,342 1 7.84 Maximum allowable spread=16' eft 0.24 10.90 10.2161 0.86 0.00 0.86 0.0010 0.0200 2.0 0.0833 4.1650 9.72 0.60 2.0 0.0833 1 4.1650 10.47 0.55 right 0.18 10.90 10.1621 0.65 1 0.00 0.65 0.0010 0.02001 2.0 1 0.0833 1 4.1650 1 8,73 0.64 8 [::K=8.0 1 0.445 1 10.20 Maximum allowable spread=16' combined flow 1.5 0.02 0.90 0.018 0.12 0.00rO. .12 0.0010 0.15 1 0.322 1 7.38 Maximum allowable spread=16' 4.59 0,92 left 0.02 10.90 10.0181 0.07 1 0,00 0.07 0.0010 0.0200 2.0 1 0.0833 4.1650 3.83 0.95 4.1650 1 5.96 0.83 right 0.04 10.90 10.0361 0.14 1 0.00 0.14 0.0010 0.020 1 2.0 1 0.0833 14.1650 4.97 0,88 10 3C 6.0 3,16 Maximum allowable spread=16' combined flow 0.2 0.37 0.80 0.296 1.92 0.00 1.92 0.0010 0.05 4.100 2.29 Maximum allowable spread=16' 13.13 1 0.44 left 0.3-1 0.80 0.296 1.18 0.00 1.18 0.0010 0.0200 1 2.0 1 0.0833 1 4.1650 1 10,94 1 0.52 1 0.0200 1 2.0 0.0833 1 4.1650 1 6.20 1 0.80 right 0.05 0.80 0.040 0.16 1 0,00 0.16 0.0010 0.0200 2.0 0.0833 4.1650 1 5.17 1 0.88 12 3CC 8,0 9.43 Maximum allowable spread=16' combined flow 1.3 0.3 0 0 9 0 0.027 0.18 0.00 O. 0.0010 0.14 0.298 6.82 Maximum allowable spread=16' 5.35 0. 86 left 0.03 1 0,90 10.0271 0,11 1 0,00 0.11 0,0010 0.0200 2.0 0.0833 4.1650 4,46 0,92 4.1656500 7.35 0.72 right I 0.07 10,90 0.063 0.25 1 0,00 0.25 0.0010 0.0200 1 2.0 1 0.0833 1 4.1650 1 6.12 1 0.81 14 3C 6,0 4.44 Maximum allowable spread=10' combined flow 0.4 0.03 1 0.50 10-0151 0.10 0.00 0.10 0.0010 0.06 1 0.140 1 3.21 Maximum allowable spread=10' 4.29 0.93 left 0.03 0.50 10.0151 0.06 1 0.00 0.06 0.0010 0.0200 1 2.0 1 0.0833 1 4.1650 1 3.58 1 0.97 0.0200 2.0 0.0833 4.1650 4.29 0.93 fight 0 03 0.50 0.015 0.06 1 0.00 0.06 0.0010 1 0.020 1 2.0 1 0.0833 1 4.1650 1 3.58 1 0.97 16 3C 4.0 2,50 Maximum allowable spread=l0' combined flow 0A 0.32 0.70 0.224 1.46 0.04 1.46 0,0010 0.04 0.079 1.81 Maximum allowable spread=10' 1182T 0.50 left 0.32 0.70 0.224 0.90 0.00 0.90 0.0010 0.0200 2.0 0.0833 4.1650 9.86 0.58 1 4,1650 1 7.92 1 0.68 right 011 0.70 0.077 0.31 0.00 0.31 0.00100.0200 _ 2.0 0.0833 4.1650 6.60 0.77 18 3G 8.o 8.76 Maximum allowable spread=16' combined flow 1.2 0.13 1 0.277 1 6.34 Maximum allowable spread=16' gutter longitudinal slope of 0.001 should be used in a sump condition grate inlets (DI -7) in open pavement areas will not have a curbs read but will have inlets read and depth - for inlets draining to stormwater management facilities, the 6.5in/hr check storm will suffice for the 10yr conveyance to the facilities NOTE: Inlet size for structures determined by overland flow. Pipes have been sized to include overland flow as well as yard inlet and roof drain drainage areas. 0 SCOTT R. COLLINSZ 0 � L� Lle. N0. OX L E Z INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) 092029 f� SCALE f - c Intensity Z (intensity is 4 inlhr for spread, and 6.5 in/hr w depth) UI U w 0 Inlet Q Z Z �/� nh Curb and Gutter 111 Inlet I, U J iJ U � ® (J7 Z o -.-a w W In f- cLi C pmol w Uj � ®- w G} rY w are Jn in m Q Uj 0 INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) 092029 o SCALE N/A c Intensity 6.50 (intensity is 4 inlhr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet � r are Jn m Q 0 O O 0 O O m m o t- QQ 2 T r� '� o o '� a) rn �, Q N o .c N E m a > U Q U Q C1 a a cn rn S n � F wo a a � left _4 1 0.05 10.90 10.045 0.29 0.00 0,29 0.0010 1 0.0200 2.0 0.0833 1 4.1650 1 6.48 1 0.78 right 0.06 0.90 0.054 0.35 0.00 0.35 0.0010 0.0200 2.0 0.0833 4.'1650 6,93 1 0.75 2 3CC 8.0 corribined flow 0.6 0.08 0.182 4.17 Maximum allowable spread=16' 0.22_ 0.90 1,29 0.00 1.29 0.001p 0.0200 2.0 0.0833 4.1650 11.29 0.52 i 0 32 0.90 10-1981 0.28II 1.87 0.00 1.87 0.0010 0.0200 2.0 0.0833 4.1650 12.99 0.44 6 3C 10.0 combined flow 3.2 0.22 0.473 10.84 Maximum allowable spread=16' left 0.24 0.90 0.216 1.40 0.00 1.40 0,0010 1 0.0200 1 2.0 1 0,0833 1 4,1650 1 11,66 1 0.50 right G 18 0.90 0.162 1.05 0.00 1.05 0.0010 0.0200 2.0 0.0833 1 4.1650 10.47 0.55 8 3C 8.0 combined flow 2.5 0.20 1 0.445 1 10.20 Maximum allowable spread=16' left 0.02 0.90 0.018 0.12 0.00rO. .12 0.0010 0.0200 2.0 QA833 4.1650 4.59 0,92 right 0.04 0.90 0.036 0.23 0.0023 0.0010 1 0.0200 12.0 1 0.0833 4.1650 1 5.96 0.83 10 3C 6.0 combined flow 0.4 0.06 1 0.138 1 3,16 Maximum allowable spread=16' left 0.37 0.80 0.296 1.92 0.00 1.92 0.0010 0.0200 1 2.00.0833 4.1650 13.13 1 0.44 right 1 0.05 080 10.0401 0.26 0.00 0.26 0.0010 1 0.0200 1 2.0 0.0833 1 4.1650 1 6.20 1 0.80 12 3CC 8.0 combined flow 2.2 0.19 1 0.411 1 9.43 Maximum allowable spread=16' f let 0.3 0 0 9 0 0.027 0.18 0.00 O. 0.0010 0.0200 2.0 0.0833 4.1 5.35 0. 86 right 0.07 0.90 0.063 0.41 0.00 0.41 0.0010 0.0200 2.0 0,0833 4.1656500 7.35 0.72 14 3C 6.0 combined flow 0.6 0.09 0.194 4.44 Maximum allowable spread=10' left 0.03 1 0.50 10-0151 0.10 0.00 0.10 0.0010 1 0.02, 2.0 0.0833 4.1650 4.29 0.93 right 0,03 0.50 0.015 0.10 0.00 0.10 0.0010 0.0200 2.0 0.0833 4.1650 4.29 0.93 16 3C 4.0 combined flow 0.2 0.05 0.109 2,50 Maximum allowable spread=l0' left 0.32 0.70 0.224 1.46 0.04 1.46 0,0010 1 0,0200 1 2.0 1 0.0833 4.1650 1182T 0.50 right 0.11 1 0.70 10.077 0.50 0.00 0.50 0.0010 1 0,0200 1 2.0 1 0.0833 1 4,1650 1 7.92 1 0.68 18 ___=3C 8.0 _ combined flow 2.0 0.18 1 0.382 1 8.76 Maximum allowable spread=16' F gutter longitudinal slope of U,UU1 should be used In a sump condition grate inlets (DI -7) in open pavement areas vvill not have a curb spread, but will have inlet spread and depth for inlets draining to stormwater management facilities, the 6.5in/hr check storm will suffice for the 10yr conveyance to the facilities NOTE: inlet size for structures determined by overland flow. Pipes have been sized to include overland flow as well as yard inlet and roof drain drainage areas. LU r- .-j •I -i CL Q FO P -II ) 0 0 c U 0 0 U. I- ! o Q o 'moi, 0 LLJ 0 Uo U 0 v <co o W >1 0 0 z W ua z FcD Z _ w U) z J J Q LL O v a o Q 0 U W 0 U 0 U v W E LU U Q � O -0 JOB/NO. 092029 o SCALE N/A c SHEET N0. Q 10V) Q) 0