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HomeMy WebLinkAboutSDP201600058 Plan - Other (not approved) 2020-12-28�aF a'po' ao SITE �\ Q` a,Q� BP�6 o, 2 VICINITY MAP c-00 SCALE: 1 "= 1000, sDP201600058 MAJOR SITE PLAN ANJ[E1VDM]EIiTT FOR DALY'S RENT ALL TAX MAP 61W, SECTION 2, PARCEL B2 RIO DISTRICT, ALBEMARLE COUNTY, VIRGINIA Purpose of This Major Site Plan Amendment 1. The purpose of this Major Site Plan Amendment is to construct a new automobile repair facility and associated parking. TMP 61W-2-B-1 Albemarle First Bank, Inc. DB 1813-45 Zoning: Cl Use: Commercial TMP 61W=2-B-3 Greenbrier Real Property, LLC DB 2686-247 Zoning: Cl Use: Commercial TMP 61W-2-B-2 \, Greenbrier East, LLC / . � ,/; DB 4682-153 ,Zb Zoning: Cl V1.318 Acres / / \ \ /4 / \\ �a / . a ❑3 `� /�A MAXIMn. / / / / TMP 61W-2-B-IA `\ JMC Enterprises, LLC DB 3640-659 \ Zoning: C1 / Use: Office \ v c \ i / / / / / / / \ O / TMP 61W-2-B-5 / / \ // N/F FMW Partnership \ / Zoning: Cl Sa?+\\ �\ Use: Commercial 'Sol / Naw \ / J T' Max NNatal°ia Ney / ... ` J .0 f 94wa// gofamab/C0p eadd/ng '`/2'4,JBai� �s BaJ Nap ® oNinlF^9q NEs�. /s ogae C � \ New Exist.,Sid C? Emergency stone Water \ \ Management Spillway ® Basin SWM-1 Exist.l GREENBRIER DR ROUTE VVM ROU 866 \ - _ 60' PUBLIC R/JW \ C3 CURVE ARC LENGT ADIUSDELTA ANGL HORD BEARIN HORD LENGT C1 31.78 25.00 72'50 04 N 71'45 10 E 29.68 C2 1156.95 830.00 10'50 04 IN 77-14 50 W 156.72 C3 54.12 446.69 6'56 31 S 79'11 36 E 54.09 1 PARCEL OVERVIEW -00 SCALE: 1" = 30' SCALE: 1 • • • .• •• • Land Use Table Description Pre -Development % Post -Development % Buildings 7,225 12.6% 12,225 21.3% Paved 16,068 28.0% 24,720 43.1% Total Impervious 23,293 40.6% 36,945 64.4% Pervious 34,119 59.4°k 20,467 35.6% Total 57,412 100.00/0 57,412 100.00/0 0 SITE DATA SITE PLAN NUMBER: SDP82-29, SDP201600058 LEGAL REFERENCE: 061WO-02-OB-00200 PARCEL ADDRESS: 450 GREENBRIER DR CHARLOTTESVILLE, VA 22901 SOURCE OF TITLE: DB 4682 PAGE 153 OWNER/APPLICANT: GREENBRIER EAST, LLC 255 IPSWICH PL CHARLOTTESVILLE, VA 22901 ZONING: Cl-COMMERCIAL OVERLAY DISTRICTS: AIA-AIRPORT IMPACT, STEEP SLOPES (MANAGED), ENTRANCE CORRIDOR CURRENT USE: COMMERCIAL (57,412 SF) PROPOSED USE: OFFICE AND AUTOMOBILE REPAIR (MAXIMUM BUILDING HEIGHT IS 20-FEET) MAGISTERIAL DISTRICT: RIO \ BUILDING SETBACK: FRONT MINIMUM: 10 FEET FROM THE RIGHT-OF-WAY OR THE EXTERIOR EDGE OF THE \ SIDEWALK IF THE SIDEWALK IS OUTSIDE OF THE RIGHT-OF-WAY. FRONT MAXIMUM: 30 FEET FROM THE RIGHT-OF-WAY OR THE EXTERIOR EDGE OF THE �`✓ SIDEWALK IF THE SIDEWALK IS OUTSIDE OF THE RIGHT-OF-WAY. \ SIDE AND REAR MINIMUM: NONE \\\ SIDE AND REAR MAXIMUM: NONE \ \ PARKING/LOADING SETBACK: FRONT MINIMUM: 10 FEET FROM ANY PUBLIC STREET RIGHT-OF-WAY. \ SOURCE OF BOUNDARY: PLAT RECORDED IN DB 705 PAGE 348 SOURCE OF TOPOGRAPHY: 4-FOOT CONTOUR INTERVAL FROM ALBEMARLE COUNTY GIS MAPS (USGS DATUM). 2-FOOT CONTOUR INTERVAL FROM FIELD RUN SURVEY BY MERIDIAN PLANNING GROUP, LLC. ON SEPTEMBER 8TH 2O15. A VISUAL VERIFICATION WAS PERFORMED ON DECEMBER 12, 2018 PARKING SCHEDULE: REQUIRED: OFFICE: OFFICE NET FLOOR AREA = 1,019 SF 1 SPACE/200SF= 1,019/200SF = 6 SPACES RETAIL: RETAIL FLOOR AREA = 1,335 SF 1 SPACE/100SF= 1,335/100SF = 14 SPACES WAREHOUSE: 1 SPACE PER WAREHOUSE EMPLOYEE = 1*2 =2 SPACES AUTOMOBILE REPAIR: 2 SPACES PER BAY = 2*6 = 12 SPACES 1 SPACE PER EMPLOYEE = 1*6 = 6 SPACES TOTAL SPACES REQUIRED = 40 SPACES PROVIDED: 46 SPACES (INCLUDES 3 HANDICAP SPACES) SWM VOLUME CONTROL: PROVIDED BY DETENTION BASIN SWM-1 SWM WATER QUALITY: PROVIDED BY PURCHASE OF NUTRIENT CREDITS FAQ'; o WATER SERVICE: ALBEMARLE COUNTY SERVICE AUTHORITY �y SANITARY SERVICE: ALBEMARLE COUNTY SERVICE AUTHORITY RESERVOIR WATERSHED: THIS PARCEL IS NOT LOCATED WITHIN A PUBLIC WATER SUPPLY RESERVOIR WATERSHED. / o own SHEET INDEX LEGEND C-001 ......... COVERSHEET / C-101 ......... EXISTING CONDITIONS & DEMOLITION PLAN LP LIGHT POLE N ¢' D 0 N m ro w � rn Exist Pressure Hydrant 10623 Trip Generation Table Land Use: Automobile Care Center(942) AM I PM size in I out I in I out 5,000s.f.1 7.425 1 3.825 1 11.4432 1 12.3968 C-201 ........ SITE PLAN C-202 ........ GRADING & UTILITY PLAN C-203 ........ LANDSCAPING PLAN C-204 ........ LIGHTING PLAN C-205 ........ SITE DETAILS C-301 ........ POST DEVELOPMENT DRAINAGE CALCULATIONS SIGNATURE PANEL BUILDING SETBACK ® MANAGED SLOPES FENCE FFE FINISHED FLOOR ELEVATION APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING ENGINEER INSPECTIONS DEPARTMENT OF FIRE RESCUE VIRGINIA DEPARTMENT OF TRANSPORTATION ALBEMARLE COUNTY SERVICE AUTHORITY � z o 04 CO 2 O Q o Q Q m m m U Z ] I] m cn w w O < (� U 0 Ld S U Z Z 10 O �aNs 02 hD C\2O0 I�OzM�I1:4 Co f�aacora LJ * WFrs Z�WOO �l Z Za-al a Z W'U �Z'It F�—I C7 Z W 00 w w z w w z O H O O O O O � ( �7_ �7_ ?7_ ?7_ ?7_ 0 0 0 0 0 6ZI—INIrn14-ILn Z W Q Z � � W W � � W a � � > O Ld J O � � O w U w ~ H & LLJ a _ SHEET N0. C-001 SHEET 1 of 8 A 0 / \ 0 co = 0)U) 0 a a m m m -450 1 // �� // 0 0 Exist. Gravel (To Be Removed) \\ �� +\ N, / f� `Q �Z5c�0O Exist. 20' Public / \ �j C Exist. Concrete Pad 4 \ / / W a 5i 07 z / \ \ / Drainage Easement / 0 a (To Be Removed) / \ F+. DB 3384-108 / \ �j > x a / / / // \ s� 8•, // (Portion To Remain) / / 0 co P v �� /� wEr=i 4 I \� \\\ \\\ // // Z'Zw�0 Portion of Exist. 6" PVC To Be ee o Removed Exist. Waterline \ / I / _ Cc I I Exist. 20' Public �e'?> 011, (To Be Removed) a Drainage Easement e ho,> �� �• oo / �� / / I �l I DB 3384-108 aJ 9 Exist. 20' Public c� p�� J , Drainage Easement } o1�w , // / \ DB 915-662 \I J� /.. / / \w' 6/ Exist. Pavement 0 / ---- \ / / / o (To Be Removed) / I,� I / Exist. 18" RCP I+s // O f Shy \� /'fl //. / a (To Be Removed) ,h2 y \ 30' FRON �\ / / / I T ox bs / 9 \ I MAXIMS SE ACK \ / n \ / I I Exist. 10' Sewer ,, --'I \ ,/ �� Q� � Exist. Gas �� \ � \ � I I Easement \ / ---- \ Valve \ -5 I DB 425-143 — Exist.l TB \\ ) Exist. 14" — \ \� FRO \ %\ \ \ eAINIMU N \ \ \ .ate I o "ETBAC Exist. 20" TBR \ sy ° w N ' • \ �� \ Exist. �27' TBR I I 434- %�• I 4\ ist. Sidewalk Exist. Manhole� oExist. 400' Sight _ ` and Curb /— (To Be Removed) Distance Easement \ ( I (To Be Removed) / / _ _ — — — O ------ ---- DB 1000-0718 � — / II / benchmark 1: \ Exist.. Sidew // �O�J� P Corner Drop Inlet cn cn olk // / .. v� co cn Elevation 446.47v= \ / / �� �� • \ z z z z z / \ // / \ �A8• \ I Sgwcut \� O / o \ o� o \g/ / w o 0 0 0 0 Mill and Overla — I t Exist. -Side Fk'st Exist. Sidewal •, O . o > y \ 1 walk /8„ and Curb Remove 49' of o o 1 0 0 0 0 0 R (To Be Removed) + 0 0 0 0 0 Cp Exist_ 24" RC � _ L _ I\ \ 3Q - /' \ Sgwcut 1' from / 1 — \ edge of gutter / gj Exist 8„ //GREEI�BRIER �\ Exist ,o» I .. Exist. \ \ I sanitary �/ / DR s / ROUTE 866 \ onitary — 428 El Exi �» R P N \ / 60 P UBLIC R/W i Benchmar< RCP , m W e Corner Drop Inlet a Elevation = 426.79 \ \ lb / \ Z Exist Pressure E-4 ------—®----_ --- �� — — / +� Hydrant /// Q l 10623 -- / / _ O \ / \\ \\\ ,// ,' Exist 48 RCP o Ul- CIO w o w \ \ C wFLd LLJ d N SHEET NO. 20' 0 20' 40' 60' C 10 1 SCALE: 1"=20' SHEET 2 of 8 / \\�A I� o (0o ® / o / D o a / LLi iLi r r r n oz Q a m m m mo (10 ¢ z o w Ld CQ CQ 00 `N, Start CG-2�aa U>vpC] x , E. R �� `\v/ New 6' Wood /' /' ~ Z a w N, SB Screen Fence / / 0.' c�'1 ®6+gCFS `� ld: SC.eej� t / z Handicap ®® V . d t0r09\ Parking A // J�� �•D LP Sign LP B /L �� . Duwpster SSPy 'SO \� ®916F� 5 R 5�R X ro R \ J / / •.' �`V`' � ah /.. , `.; 5 � � tK Q. irk 2s, 2 IfY q \ \ � � ��cJ / a�� • �� 9�,16F cc 2 \ � �\2 ZyR 7 SP Cr N COo 9 9 S O�q \ sp v ^' \ 8k7676' Leo 4 \ /ems `\ 3 5'R FRON MAXIMUM SE ACK / \ 9 �So 3R �/\cQQ +o / ++++++++ c Handicap C / 9 qCF / + + + + / Parking Sign 10' CD FRONT 1 / + + + + + + 3o Cha 3 w _ MINIMUM SET ACK `� 4� / + + + + + + + q y noel o_ a�; o "2 N + + + + + + + + + + + + + + New " .a .'a • cV M N 4f. 'let oin; New {' ` 30 +++++ + + + + Tw 43e'9ht p9 Holl Use: S Story New 6' Wood + + + W 432 p 4' qot°n�obdCCC Se9 / °a J / o n n n n Exist.. Screen ence + / • FFF, RePoir O / z Z z z z Sidewalk CG-12 �' z 438SS (6 eoys� New yk M��J ���Q o � � � � � A O o� 8B / ����� CG-12 fQe�il ng w/Fsup P O `� a- 0 0 0 0 0 trance Car rn New ° ExiSt. _sidewalk a o New Curb o 0 0 0 0 \ Emergency Storm Water / Spillway Management and Sidewalk \ — ® Basin SWM-1 / GRE Exist. ENBRIER DR WIM _ _ \ ROUTE 866 60 PUBLIC R sD 0 «y Z — o Qa \ — Exist Pressure a \ 2❑ — — Hydrant 10623 W � m ro �4 Mill & Overlay \ /// a a E-1 Q -- �\\ r \ w Full Depth Pavement 24 � \ /// ��\\ � � ,\\\ , \ � � � J To Match Existing Pavement \ / / p in Greenbrier Drive <14 w & SITE PLAN NOTES: i SHEET No. 1. Visibility of all mechanical equipment from the Entrance corridor shall be eliminated. C 201 2. Knox Box required, contact Albemarle County 20' 0 20' 40' 60' Fire Marshal office for location. SCALE: 1"=20' SHEET 3 of 8 `` � 1T ��� k. / / a 0 o = O o o a ¢ m M m z 0 0 -450 / e70- �\ TC 45.07\ �", ,f Seer 2' WipedownFlush Curb \ �3 2' Wipedown P 4 142 Drain pr - o 0 z Y w w = � 1 / z �4 z i 0 Exist. 20' Public m m Drainage Easement / % a� 5coz � DB 3384-108 / // rz d a 1 ,< (Portion To Remain) Xv�c�A TC/P 39.40--- C'Jpqooa �� P 39!20 TC/P 39.1� V / Z P� C) U v e �\ I I I / \ V TC 45.02 / \ m / tora9� ` A `� Relocated 20' Public / T o . \ Drainage Easement / Z P 43.94 C 6 "1 , . \ QB 5399 PG 549 / W Jom cV TC t1.3f \ c°' o° TC 3.43 / V I TC 44 8 / I Ex t. 2 Ne S' TC 41.05 - C 39. P 39. D ainag o0 4.. / ACS4 DB 33 4-10 wry' �� pe (Poch FQ'? / I C 3 50 ew - �� Exist. 20' Public c° �° / � / T S399pdei enjt/ I �' Drainage Easement } o��� /.. / / u, G 54g/ \ DB 915-662 J5 /, . ak TC 41.70 CO I \ F(°?' - -- - - - - - / // / /d' ----- -JII / \ TC 40.78 I ° I / / P 38.27 I\ \ I� - °Oo9 9 PS° TC/P 38.90 / / �N7 OTC 4 . 0 , ° I / TC 39.00 TC 38.45 TC .83 A -TC 39. 8 \ \ TC 3 .66 N TC 38.50 tiG Exist. 10' Sewer r \ Exist. Gas � �\ I / I Easement \ Valve ` \ \ \ \ \ \ \ �O TC 39.65 DB 425-143 I / I TC/FC 3�eg \ '- - 7V w - _ - - \ 2.5' Curb Cut I M / dew S on F to urn- b ew Rp t .. wO\ 60 0 \ \ \ M Og e, oci/il oQkf/ Z a FL 38.45 T /orq f'c / �.a� . \ S'-� �_ m rn rn o \ ` TC 39.4( TC 38.35 / , New S43j ent yow Ro ... \ Co M N \\ 1 A M 4 ok etoigin G 1j3 Vew aisah f �r 8 p 0 Exist. 400' Sight <. �I co M R 9 S o n \ �i.e \ a N o2 9 \ I TC 39.50 I ❑ P TW Ne9ht a wo/l Ose, for "or o s �} \ 1 Distance Easement \ W TC 38.20 I BW 360 4' Auton SOOp Seui/djn Ito Sho// f i DB 1000-0718 0 8„ 1 . \ 3Z0 - New pi/ FFbde / F 9 - WM�t 9 : TC 38.9 i \ Exist.. TC 39.25 �/ Op Se /Wot F,4 ePoir TC dow o / PorotOr er 38SS (6 eo New /P 38Sn i i cn rn u) u) u> w 4 PVC S nitarY e ) �eui/di�VACF 8B c • \ w w z z z Dg from /3g9 pGbS4g roi,,a9e troryae Car/dor, / / �G \ OGo� / /aq o o Q Q p TG/FL 35,9i - Bose - - -432 - - ) _ m v� TC 36.O�L New Exist..Sid F \ nt •° o o Z Z > Emer enc Storm Water ewolk 78-, \ Spilwayy Management p \ �S p . 0 0 0 0 0 \ m Basin SWM-1 / / 0 I'llow(D \, \ m� - _ I Exist 8' , /� GREEI�BRIER DR �\ Exist 10 Sanitary tJ - - Sanitary ROUE nitar , --428- ❑ F- Ex; / T 866 y $ �" RIP N M 60 PUBLIC R/W----- F C -- / y // Exist Pressure W \ / /-----_� } Hydrant 10623 / ® 48RCP \J \ \ \ -j \\ \ I I I / \ / / \ \ \ 1❑ \ -j UTILITY NOTES: 1. EXISTING 5/8" WATER METER TO BE REPLACED WITH 1" WATER METER.- \ \\ \I \ \ \ \ 2. CONTRACTOR SHALL CONFIRM IF THE EXISTING 5/8" SETTER CAN BE Rc`,Ld \ \ \ \ \ USED FOR THE 1" METER. IF NOT THEN A NEW TAP SHALL BE MADE \ v \ \ \ \ ` U) \ AND THE OLD TAP ABANDONED. \ SHEET N0. 20' 0 20' 40' 60' C-2 0 SCALE: 1 "=20' SHEET 4 of 8 I� < / A County of Albemarle Conservation Plan Checklist - To be placed on Landscape Plans (handbook, pp III-284-111-297 for complete specifications) / / I 1. 46 foLowfna items *ball be shswa on tLeaLn: — — — — — \/ / [awl Trees to be saved; IW Limits of clearing (oaiside dripline aftmd to be saved); \ / ® Location and type of protective feacirill ❑ Grade changes requiring tree wells or walls; ❑ Proposed trenching or tunneling beyond the limits of clearing. 2. Markin: © All Mato be saved shell be marked with print or ribbon at a height clearly visible to equipment operators. ❑ No grading shall begin until the tree maricing has been inspected and approved by a County Inspector. 3. PtyCoostraetionConference: / \ ® Tree paeseervation and protection measures shall be reviewed with the contractor on site. \ 4. Eotipment Operation and Stosafe: / ) © Heavy equipment, vehicular traffic and storage of construction materials including soil shall not be pemvtied within the driplines of trees to be saved, 5. Sag Eredon and Stormwater Detention Devices• �f'k ri`CI cD � O N U D 00 rn of o ¢ : Oz Q Q m m m 0 U m to � Lu O of 0 U o Fj-) W ® Such devices shall not adversely affect trees to be saved, / G Firer. ®) a we not permitted within 100feet ofthedriplineoftrcestobesaved. TREE CANOPY 7. 'toxic Matw1alx0 _ , — � � / \ � � � \ CANOPY REQUIRED (10% OF TOTAL AREA) ...... 57412*0.10 = 5,741 SF � Z ® Tonic materials shall notbe stored within 100 feet of the dripline of hoes to be saved. \ / / / / CANOPY PROVIDED.................................................................... 5,755 SF Z S. Protective pencine: /� / — STREET TREES a o ❑ Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing STREET FRONTAGE ....................................... 513 LF CQo ® Fencing shall be m place and shall be inspected and approved by a County Inspector prior to grading or construction. / / \ \ TREES REQUIRED (1 /40 LF) ............. 513/40 = 13 a it F 0) � a / / \ / TREES PROVIDED ........... 13 (T-2) -� � � o 9. Tree Wells: / \ / Z o U ❑ When the ground level most be raised within the driplme of a tree to be saved, a tree well shall beprovided and a construction detail \ / \ \ \ / PLANTING SPACE 0 h>- W712 submitted fbrapproval.\ \ / PLANTING SPACE REQUIRED (5% OF PAVED PARKING AND TRAVELWAY AREA) ....... 24,720 SF *0.05 = 1,236 SF W U a ro Z 10. Tree walla: \ \ \ \ \ \ \ \ \ // PLANT SPACE PROVIDED .................... 560(#1)+160(#2)+224(#3)+275(#4)+275(#5)+144 (#6)+77(#7) = 1,715 SF 5 � ❑ When the ground level must be kwrered Within the dripline a tree to be saved, a tree wall shall be provided; and a construction detail \ / \ \ / a a submitted for approval. \ / /PARKING AREA Cl) NUMBER OF PARKING SPACES ................ 46 w H w 11. TrenchiandTonneOme: /\ \� \ \\ TREES REQUIRED (1/10) .......... 46/10 = 5 ~% C7 w zo m¢ ❑ When trenching is required within the limits of clearing, it shall be done as faraway from the trunks of trees as possible. Tunneling / / / TRESS PROVIDED .................................... 12 Z Ix rq px under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder reels. / \ 450 LANDSCAPE NOTES: W 0 U Lff. Cleanup: / / / / \ / \� \ 1. All site plantings of trees and shrubs shall be allowed to reach, and be maintained at, mature height; the W It > 5 ehatllptheirtiie�rPMoved�fkwcleanup. i' ♦+ _ � I 1 / / \ / topping of trees is prohibited. Shrubs and trees shall be pruned minimally and only to support the overall Z / - /000 \ ♦ \ health of the plant. 1A Aatoaesmea dTr: / // /' / \♦♦♦ \\ / \� / 2. Slopes greater than 3:1 shall be stabilized with low maintenance shrubs S-2 & S-3 planted 6' on center. a ❑ Damaged freer y by pnmin& o 'liza- or other methods recommended by a tree specialist. / \ 4g6 / / Z 'S NSIBILITY CONFER WITH THE CONTRACTOR ON TREE CONSERVATION / ♦ ♦ \♦� \ / W / / ♦ \ v / 1 LANDSCAPING SCHEDULE / ♦♦ T-4 \\ // �\ -20 SCALE: NTS / // ♦ PLANTING _ ♦AREA \ \ NEItSIGNATIM) Z / /// ♦♦♦ 44 SF6 / \ \ CONTRACT PURCHASER 61 ma Page I of 1 4 - —� New 6' PVC y Drain Relocated 20' Public / T ea . \�\ Drainage Easement / QB 5399 PG 549 PLANTINGCD CN I. II \ // • -4 (2\�\ / 275ASF5 _ Ld N NB AN NG 9 (FoCSq Fos /5--� ARE #7D, \ S39h S%0e erne PLIAN T-4 75 ,� \ F�° �< Tree Protection Fencing I\ \ I\ / // / �\ /� / z PLAW W w w w ----- — �� / \�\ PLANTING 0 0 0 0 0 -4 k / \� AREA #3 1 � I ° 224 SF a S-( d 40 F+s — 0 0 0 U U ° \ To o > \ T-2 I \ �\ / /j♦` 5 SF I -4 I / �� `� �� .. �i�bs / O O o o O T-2 \ . �'1 T-5 -6 tect1014\ Fend 2 /xist. \ I PLANTING I N / WM e wo ee \ T-2 ♦ S AREA #2 M Ne Dg °semen°ci/ity ° k 'I ' • \ ♦ ;� Sr I ` 4 _ T- I T-3 5A M q'i okw Retoin� pg 1j3 New 1 d%s hoof �r / / \ I TW qHe%9ht 9 Holl Use; Stor 0'r oils \ \ �- T- S-� 7) I w BW 360 4' q°to SDDDy eU%ld% Into She// t 4320 — Neµ Oil Fobde R SF 9 — WM, / - -2 Op \ Sepor to°Qj ter F 438SS (6 9 Ne O w )itary ys� (B°il N7,1 T-2 I Dew 20 from dog wilF9-tip T- T B S3gg pp�b/tic DrF°tro° exec e° — Son 4g °ge F rrdor o o \ \ °serry� — -432 — — \.� New T-2nt Emergency Storm Water�- \ Management T-2 Spillway +' r� Basin SWM-1. S 40,. Its of Disturbance \ / U) y 044 as E Q L P' Ld LLI SHEET NO. LANDSCAPE SCHEDULE SYMBOL KEY NAME SPECIES QUANTITY Minimum Size CANOPY PER TREE SUBTOTAL CANOPY T-2 American Beech Fogus grandifolia 13 2.5" caliper 227 2951 ® T-3 Pignut Hickory Coryo glabro 2 2.5" caliper 61 122 T-4 Sourwood oxydendron 5 2.5" caliper 138 690 arboreum T-5 Cherry Tree Prunus ovium 1 N/A N/A N/A ® T-6 Greenspire' Littleleaf Linden tilia cordata'greenspire' 8 2.5" caliper 249 1992 ® S-1 Japanese Holly ilex Crenate 42 Height =24" N/A N/A S-2 Redtop Panicgross ponicum rigidulum 45 Planted 6' OC N/A N/A S-3 Wild Hydrangea hydrangea 40 Planted 6'OC N/A N/A arborescens S-4 Winter Jasmine jasminum nudiflorum 16 Height=24" N/A N/A TOTAL= 5755 20' 0 20' 40' 60' SCALE: 1'$=20' SHEET 5 of 8 Schedule Symbol ❑ Label ... tity 1 Honorees.... NIS Ughting LLC Catalog Number NV-1-T3-6447-30K-UNv- HSS mounted on a NLS Description NV 5ERtE5 WITH T3 OPTICS, BLACK HOUSE SIDE SHIELD Lamp LED Number Filaname Lamps 1 NV-1-T3- 64L-J- 30K-HSS.IES torrents Per Lamp 85J2 Light Loss Factor 1 Wattage 136 SSSP 15 45 7G9BC SOL a BAZ 3430 POLE El 1 NLS Lighting, LLC NV-1-T3.48L-1-30K-UNV MOUNTED ON A NLS SSSP T3 silicone aptlo LED 1 NV-1-1`348L-1- 30K.IES 177M 1 156 H 15 45 7G 911C SOL BRZ 0 3430 POLE O 2 NLS Lighting, LLC NV-1-T3-4BL-1-3UK-UNV T3 silicone opacp LED 1 NV-1-T3-48L-1- 177M 1 312 I'I2 MOUNTED ON A I SSSP 30K.IES 15 45 JG 9BC D-180 BRZ 3430 POLE E3 NLS Lighting, Li NV-1 T3-48L-1 30K-UNV T3 silicone opa6 LED 1 NV-1-T3­48L-1- 17780 1 156 MOUNTED ON A NLS SSSP 30K.IES 15 4S JG Si D-180 BRZ -' 3430 POLE NIS Lighting, LLC NV-1-T3-48L-1-3OK-UNV 1 T3 siicone apace LED 1 NV-1-T3<8L-1- 177M 1 156 Li MOUNTED ON A N15 SSSPI 30K.IES O 15 45 7G 9111C D-180 BRZ 3430 POLE Luminaire Locations No. ©0 Label MH 11 Tilt 1 11 ©© off, on 0® offs in �® 1 1 1 1 ©® 1 1 1 1 1 NLS LIGHTING NV SERIES AREA LIGHTING - FORM AND FUNCTION- „ .; Sleek, low profile housmll "�', a° ,9 a �`6 ° + - `•„ -Spec grade performaneeva �n� fEngineered for optimlInfl*"�a" e a °• low depreciation rater - � - y'a-- ��SfReducesenergywnsufnp[,grl�'x!t° xceeds IES footcandle levels it ��)r pg3heoie7st.rt bf poles and fiMures pet pro - -*: "� a _ - • Optical systerg ign Parking LO[$?= Auto De hip 4 - General L CONSTRUCTION .: Die Cast Aluminum )External coolmg fens f - designed t� , • 't,orrosion resistant ex't6`r;%C�ie�dtai'a[dt° ra°i ,� One-piece. silicone gaskeCkilres IP 65'Seal for urelecVonics compartment>,U' •ei "One-piece Optics Plate• mounting Micro Opti" ^_. silicone �. •:Two-piece silicone Micro Optic system ensures IP 67 �- L• LISTINGS v Certified to UL 1598 ` ) - level seal around each PCB - UL8750 v:. Grade 2 Clear Anodized Optics F ate standard CSA C222 No 250.0 �°PINISH �.Sv - - - DesignLights Con60rtiUm'(El _ ' • ,3-5 mills electrostatic powder coat - - - DesignLights Consortium Premium (DLCP) I -I:: NLS'standard high �quahty finishes prevent corros on - IP65/ IP67 Rated.- '. ter; -(,protects against and extreme environmental conditions - 3G Vibration Rated per ANSI C136 31 2010 WARRANTY®c �L Us s Five year Lmitedwarranty for dnvers and LED,L)I)TEp a ' - - LED WATTAGE CHART Me mpInanampa tar AO m mpa 2Bw - - _ Too mnnamw Saw 71w 104. 136 liirw orOw 2uw M!w, - l40 m llam a Sew ' 106w 1%. 2a5 76nw 31" 3FBw aMx HV4 Nva Project Name: Type: V > 6 L 7 UlJ • DES - (T2) (I6L1 (35) DOK) (UNV) Wheel Pole F (BRZ) Brtl Deter an (ID) I)Mane Grade Fnsn(MOR) ,il (NV i) _ (31L) ;DP53� rl elate Painted to Match Fixture toill. r ng Plum nMe T3l (40L) (40K) HV) (OP37) (WHi) Ptt lMlaoar7e li ', (53) NV-2) (DI86) $MR) 7>Y5j, pCP!I♦ReOPPtCle(RCR)) -rle a Shorting Cap (RMR): (Td) SOK) (SOL) o� (96L) (7) UgO. iPo _,- 11'(Onlrt 1'r, (BLK) -•- n WSW (UNV Vop6gej IFSP-xo)•9 ]7Nr/Kr (FSP 4o1'21.417 US ITS) p12L1 S �- Kduckle Mount III _ 'v`Proitttor Ow c(120L) Sweep Arm(Il (GPM) LS wall Mount (WM) -r Vaunt BracMet (OM)'-i'{ram 1, 7i1]�'7pr-��ron Mount RM) (CRY) ..•.t MountBaCnet (IIDIr) Fple Adaptar3 4•Pole (DPAQ1r' (N3) 1-�'' r3blMle(m14r1NHrMe v� wvrory L C Wp4inMNmFr hl r,Pe� �8 Tunis (C6) Pale Adapter S: 66 Pole aidam � r.atated Opt¢ Left(ONJ Ia;;fFA,m Afm(TA) _ f _n mated Optic Right (lion) _ Hpuseseasn Nd lxu7;= y - L Jp;Er (N3) 1 jw T,ReaP�PepIF((iP+°- ,r.jP4 •HSS.WJwAwrk4Ww4p NZ NEMA3r0;p. •HSS not epp&e6N wiM N]-NEMA )0.OPtN4 NV SERIES LIGHTING AREA LIGHTING FORM AND FUNCTION • Sleek, low profile housing,�� ,L❑ - • Spec grade performance pm' • Engineered. foroptimumthevtl ma a �� - • tow depreciation rate `^'%4;s 1 Reduces energy consumpnon anC05tS up to 65e;t - Exceeds IES foot candle levels utilizing the least number of poles and fixtures per projec "� Optical system designed f,�r 5p °-t'arking Lots-;;�'ir r ,�o °a o rd= d f _ ,Ili -Auto Dealershi „pC,,eneI Area ` htit'" 0 CO�ISTRlJCT10N?68 0° DI@CaStArum inu External iiooEA) designed �. . Corrosion resistant external hardwar`�e 1° - p y • Cne-piece silicone gasket ensures IP-65 seal for A Below NV I w4t, electronics compartment -' p • One-piece Optics Plate mounting silicone Micro Optics LISTINGS • Two-piece silicone Micro Optic system ensures IP 67 Certified to UL 1598 - level seal around each PCB UL 8750 • Grade 2 Clear Anodized Optics Plate standard • .CSA 022.2 No 250.0 - FINISH DesignLights Consortium' (DLC) ; • 3-5 mils electrostatic powder coat DesignLights Consortium Premium' OU:P) . NLS'standard high -quality finishes prevent corrosion ' IP65/ IP67 Rated-, r protects against and extreme environmental conditions 313 Vibration Rated per AN:. WARRANTY y 1M, ■euua s Isl�d s S o Five- ear limited warrant for drivers and LEDs p ,iy�J� 35p�m M.11 ., '- TOOm1111amPr tab mllNemPe tar 2ew Sew epW - - 71. 'toes LED WATTAGE CHART - - - - - - - - 1w I136 43w 16ew 30ON, 2 W 156w 205. mu 316's 3FSw NV-/ W-2 - M!'a -' Area - Project Name: Type: N Dist. 7 Pnv uyy/yl r� car Light No of LEDs MilliampS Kelvin vat, M�nnurn, Oveci Pair C.I., Options (80) (T2) (16L) (35) (30K): (UNV) ! (BRZ)'. (MGFI (NV-i) (321.) (DPS3) (OPP] IT31 (48LWHT) ) (40H) (HV) (DP57) - ( (MP) (PET) - (fi4L ) 153) (PCB) NV 2) - IOPS61 _ (5VR) (PER) (T4) (50K) (SOL) (9) (Opsil) (BLK) (FSP-20)•9 20 HnPMs '3T" 1T5) 19TZ�): - _cMe Moun (KM) IFSP-4p)4,'i0'He9nls (T28L): eePAr (5A) (GPHI 9PPIa1EC,01(10p y' (1) ._Nall Mount (WM) t MOum B'ac'- TOMB) �$S Trunnion I(TM) (GRYI Ireintrit Mount a (Rome) 'Round Pole AtlaO;c� (BPAe (N2) :. •suprdardrm(ell/Lf •eel Corbilairil"hasunch'111,,Ir �. Round Pale AdePa (RPAS) -° Related Opt c Leh (ROL) - Pun a Arm ETA) (CS) Ldr� Rotated Optt Right(ROR) yea - He se a ae Shc?d(H85) INSSnglappl(N31 •HSSn 1.11lraabh.1lh N3 NEMA30.OPnc, NOTES: 1. All Out n g..TTrr g s ran, u. ais- v-, nTocmcca�rAzc rca. 2. Light pole shall be mounted on a concrete base. Top of base shall be flush with ground. 3. Color of light fixtures and poles shall be Bronze. 4. Each outdoor luminaries equipped with a lamp that emits 3,000 or more initial lumens shall be a full cutoff luminaries and shall be arranged or shielded to reflect light away from adjoining residential districts and away from adjacent roads. The spillover of lighting from luminaries onto public roads and property in residential or rural areas zoning districts shall not exceed one—half foot—candle. 5. Photometric plan provided by Illumination Concepts & Sales. 6. Light fixtures will not be tilted. SQUARE STRAIGHT STEEL POLE POLES + BASES POLE Shall be Straight Steel Grade 3 Extrusion with yield of 46,000 PSI. Conforms to ASTM A500 Standards Poles have ground lug welded inside hand -hole opposite side of the pole extrusion, Pole Extrusion is conjoined to Anchor Base by welding internal to pole shaft and external to pole shaft Hand Hole reinforcement is Constructed of 3x?lrectangular steel tubing which is welded to pole shaft for addttrength, ANCHORBASE Jr Manufactured from A35 Steel rated at 16%_0 PSi,fi*lforms the ASTM?-A35Stand2rds.= Base Plate vary in size from 1"thick for poles 21 #eland over, 3/4'thick for poles 10 to 20 feet. :COATING filljtoles havemirliia'tsifilti3ffit"'clercoat finish. All poles are sandblasted prior to powder, ° coat 'appllcation ANCHORAGE All anchor bolts are fully hot dipped galvanized and co galvanized nuts and ❑ washers per bolt a t- m y4 o BASE COVER, HAND HOLE COVER AND POLE C j- =,u - n, _ ° ° ° " ` All poles come with removable polymer pole cap in led All poles caps are black firtf r, All base covers aremad f aluminum n powder h ° e o alu num and po de coated to rp_atch the pole The hand Asa hole covers are provided with internal bridge support and also , .,der coated to match ° P 1 E. AIM bd tip _ r , Square -' 10' (10) 4' Square - 120 in (10 20) Single Bronze 3,4' x 30' `icri Straight ajoGq (12) (4S) El G) B 101�e : (SGL) (BRZ) (3430) Steel Poll ? (SSSPI 14'(14) - 5,a,,ra�e _ - Bolt Crde .18C in (98G) DmHe : vvhte _ 1'.. (WHT) IJ ;pnavl". _r] ha7 (5S) (7G) (D-90) (136) •I`to�B`nq .: (D-180) :duel (GLV) O (20 4 ) •(2x) 6' JGJ7 e (22 35) -: Triple (SVAu (ncp).:.' _�°°.BfOf��IIlkOo 114e 14`, �,(T90) (GRN) �4r (1q IOUad lmmn i25 (26) (26) ° 1 D p ° (120M 4n r�� w (OD) I1,nter Green r : (HGN) ° e 2H'B°me nsa) r a dwwlnq - 1 2B (28) o °a i 0 ° ° ° alacllssi�i 3 r 1,Y{--ReiiN(Tdloll) 30 laal L Q �� tC v r (BLi - g r, `5 V'-6�ir)SSI.Mcrai ff AIY`apWF(Ni2s) �9c®Nral,nis) 3' (35) ° ;, 61 GraPhN o (GPM) n° ° Mbv� ` B PO la rJ °°Dap 4 1'e ° 6 ° 4 L (GRY) ° oLP p 6 °� ' (c mph I; a ov �p oLb V-6- 382ECO5000WS OIL WATER SEPARATOR ripe wrin Sampling clients T� Flow Diffusion Baffle hee T-0" NOTE: 1. Oil/Water separator as manufactured by Old Castle Precast or approved equal. 001dcastle fts"ra 5900 East DlebioSPhone (615) 453-6111 Inbanan, Tennessee 3709e 37090 Fax 615 453-6080 Retaining Baf . Lhs Baffles Dural Pipe with Sampling Tee by Others or Ta GM WRlgl RlVlR9E EDE F00. a[lAl4a! SIDE OIL/WATER SEPARATOR DETAIL SCALE: NTS 450 Greenbrier Drive Plumbing Fixture Count 6/5/2017 BLDG Water Cooler Mop Sink Outdoor i of Pg IndoorS S I of Pg Sink Toilet Shower Eye Wash Existing 1 1 1 4 1 3 2 1 0 Proposed 2 1 2 4 2 6 5 2 1 NOTES: 1. All EXISTING AND PROPOSED TOILETS SHALL BE FLUSH TANKS 3 PLUMBING FIXTURE COUNTS ax —20 SCALE: NTS 445 440 435 430 425 A B CD 2� oo�� to " . Adjust top of _ CD 00 oz II O Q �� manhole as ooa 'at m t (nK O H II o required to meet Final Grade t N o H a0 1 Z0 finished grade- II III (n WW ZZ NW LYZ YT o� _ — — — — — — — New Waterline II Exist. Grade — II New 4" lateral 4.03ga — J _ — — Exist• 105.40 0+00 1 SANITARY PROFILE —20 HORZ SCALE: 1" — 20' VERT SCALE: 1" — 5' 0+50 1+00 cD Z O 0 Q M 0 a Q co an 0 U DO 0 � W O Z U W 0 O n LLI LLJ = 0 U Z O Z s 9 I W N pa W co Q > Ua�z N 6 co I=) W _4 O Zax� C C) U W d' z n.4 W W r � OD � N N 0 ` 4 Z Z z z z z z w w w w w z 0 0 0 0 0 0 N 0 � � � � � 0 0 0 0 0 OZ N r7 ­tE to Z 445 Q Z � `7 7 Fti 440 435 F w J O 430 ~ O w _J_ Ur-D�11 W ~ O �� H W f d _ n SHEET NO. 425 C-204 SHEET 6 of 8 1 WOOD FENCE DETAIL —.. SCALE: NTS PRUNE CODOMINATE LEADERS REMOVE BROKEN BADLY DEFORMED RUBBING, NARROW CROTCH ANGLES WATER. SPROUTS OR CROSSBRANCHES: ,, 7�ItIlli�l� 11§itl 1. ticket shall face away 12 TYP r rom storage area and iWM-1 RESERVED PARKING x6 Wood Picket 18" x4 rail 6" pCCE59BLE CORNER RADIUS T IS 1.5" (TYP) PENALTY 14 R 4x4 wood post 12 OO- AY ZONE RK �fl0ll-t50U .oncrete footing 0"diameter 14" depth 4" WIDE WHITE PAINTED LINES SPACED 2' ON CENTER Note: Where fence crosses existing sanitary sewer, posts shall be installed a minimum of two feet from sanitary sewer main. 12 GAUGE GALV(N12ED WRV 32"r2'HARDWOOD. STAKES. -. GALVANIZED WRE GUY 12 GAUGE. ALLOW FOR A -:t, SLIGHT AMOUNI OF MOVEMENT' 9 2 s2"HARDVdOOO STAKE. 2 6 MIN BELOW SURFACC. STAKE SHAD. BE DRIVE V A MIN 18 OUT FROM TRUNK ANC OUTSIDE OF ROVTBALL - ULCH LAYER TO EDGE OF DRIPLI IE ---� '4.G'AWAY FROM TRUNKFLARE I" DIA. V +4" NOTES: 1 1. ACCESS AISLE WIDTH SHALL BE 5' FOR HANDICAP e4WIDE SPACES AND 8' FOR VAN ACCESSIBLE SPACES. 2. SEE SITE PLAN FOR LOCATION AND DIMENSION OF HANDICAP SPACES. DIMENSIONS SHOWN HERE ARE MINIMUMS. 3. TIRE STOPS SHALL BE INSTALLED 2' FROM FACE OF CURB IN EACH HANDICAP SPACE. HITE 4. FOR ALL HANDICAP SPACES DESIGNATED ON SITE PLAN, PAINTED LINES THE VIRGINIA STANDARD "RESERVE PARKING" SIGN AND STANDARD "PENALTY, TOW -AWAY ZONE" SIGN SHALL BE CONCRETE TIRE STOP. INSTALLED. rNOT REQUIRED IF PARKING 5. FOR ALL HANDICAP SPACES DESIGNATED ON SITE PLAN SPACE IS 16' LONG. AS VAN ACCESSIBLE, PROVIDE "VAN ACCESSIBLE" SIGN WITH MINIMUM "2" HIGH LETTERING MOUNTED FAA UNDERNEATH RESERVED PARKING SIGN. 6. SIGNS SHALL BE MOUNTED WITH THE BOTTOM OF THE SIGN NO LESS THAN 5' AND NO MORE THAN 7' ABOVE THE FINISHED GRADE. 7. THE REQUIRED ITEMS MAY BE CONTAINED ON ONE OR MULTIPLE SIGNS. SUBMIT SHOP DRAWINGS FOR SIGNS. 8. SIGNS SHALL COMPLY WITH THE LATEST EDITION OF UFAS (UNIFORM FEDERAL ACCESSIBILITY STANDARDS), VUSBC (VIRGINIA UNIFORM STATEWIDE BUILDING CODE), WIDE WHITE AND THE CODE OF VIRGINIA SECTION 36-99.11. NTED LINES n in HANDICAP ACCESSIBLE PARKING DETAIL SCALE: NTS (2) 6" DIA CONCRETE FILLED POSTS W/ PLASTIC BOLLARD (YELLOW), 3'-0" HIGH, EMBED 3'-0" MIN. O M Finished Concrete Slab 4 °ad I 1 dT+yl O n oT O v a � 6x6 4 d 8" CMU/BLOCK ` 10 GRObf S06D 24" O.C. Compacted VDOT 21A Depth = 4 inches 12 TREE PLANTING DETAIL —20 SCALE: NTS 450 / \\. PLANTINGS AREA #6 \ 144 SF A �10.0' T 9.67'� 2 DUMPSTER DETAIL —20 SCALE: NTS l /C / / O / / \ Start 03-2 i \ ' B New 6' Vbo6 New 6 PVC ® Scr@actDraid Fence \ \� i r / ro 6 NAREAPLANn#0 Duw Peter \.\' SS 275 F 0,II 77 /7 9 i` 4 (Ep��'ptleJ rL^f FLAN N N 10. u•, ti 0 ? �\ PLANING ®\�\ /•.' _A ®A �` AREA KT u; b O6•<r6, \ f zza ®® PUN le,CAR I"+ i (2) I 8-4 „• � r �6 "wM, \• \ T_p ®. /.. NM T-sEdi++` ++ + n°ng Sign w \ T- 2 PUNTING /. p• + +lie. Ne Wa�r'rne ,+, ,+•v , F b ♦ RP `� .... e 1BOA p2 +. + + T_49 �E ei aY o Acw u R. • •.... A 0' T-53FN°erSf e Aoa \ T- ."y ® roe. enw + +e• .:,,� z 9h° t. r!dm xer udq' afq,,,S° pro s Sere n o M A}R Ry �_l TREE PROTECTION/SAFETY FENCE STD. & SPEC. 3.01 — VA EROSION AND SEDIMENT CONTROL HANDBOOK (1992) ' — s44444•d••••••ePa44•eP•44•ePes •4h4•✓ PERSPECTIVE VIEW PLASTIC FENCE 13 TREE PROTECTION FENCE DETAIL —20 SCALE: NTS New Asphalt Surface Course VDOT SM-9.5A Depth = 1.5 inches L- Existing New Base Material Subgrade or Compacted VDOT 21A compacted Depth = 6 inches structural fill material. NEW FULL DEPTH PAVEMENT DETAIL SCALE: NTS Mill & Exist Pavement SCALE: NTS COMPACT EARTH SAUCER Saw —cut Exist Pavement 1' from existing curb rNew 1.5" VDOT SM-9.5A New subbase to match existing material and depth --New CG-6 a : l Subgrade DRIVE PAVEMENT 3" MULCH — MIN. DEPTH FINISHED GRADE \I l•A. Jr 8" MINIMUM DEPTH —/ OF PREPARED SOIL 7f 9" MINIMUM MIXTURE — TAMP TO PREVENT SETTLEMENT 7 SHRUB PLANTING DETAIL —20 SCALE: NITS Alb, d C nt D t f R, rt - 280' Sight Distance 9 2 p- p\ a 30' N PTC2S nary Sp,,, , t� r6 o- et, a"C¢ d i / . . / DID a DO i Hydrant Flow aeo elo Service Auth�rlity\ Y 10127120P �h < ; Test Report-- ,,.el __ -` een v E BrwY T-2 e'• New Cure / pntl Sitlewalk Location Rosewood Village <\`\ Date and Time of Test 10/27(2015 30:47:00 AM N of Flow 3. ,Minutes L r _ - (Pipe Size (inches) 8 Pressure Hydrant be, 10623 1� Static Pressure PS 1) 90 / --� Residual pressure (psi) I vL71 Flow Hydrant N3 10624 Pitot Pressure #1 (psi( SS Test Flow 1 1036 sQ FloxrtlydoM#2 11133 ?Hot Pressure #2 (psi( _ _39 Test Flow 2 873 Flow Hydrant#3 11217'Phot Pressure #3 (psi( 69 Test Flow 3 1161 \ / Total Estimated Flow (gpm) 30/0 �. \ I \ / Estimated Consumption (gal) 9210 H. c�.r J \ / � / \ I AWWA a20 Calculation (8pm) 6210 (value of zero indicates insufficient pressure drop h„ca.nl:m„nl \ Comments \\ All hydrants were fully open.: -. l CD \\ r, ( jFw Mefhpe of calculating pilot lbw wilhaJAtuser zee enl3 WalsYl. and lutes aNrtk199alWfhal Marugement antl Operaaons AWWA 'All {condultO toll 3. 5 dechia,ac.14i trnl. otherwise 1P.Wedt \ \ (D \ �1 Signature of Testers �`"'- �� -N 9 SIGHT DISTANCE DETAIL 40' 0 MIN MIN MIN MIN MIN 40 80, 120' 1 O HYDRANT FIRE FLOW TEST —20 SCALE: 1"=40' 1 MIN MIN MIN MIN MIN —20 SCALE: NTS SCALE: 1 "=40' Finished 7� w Varies Grade Expansion Joint 3000 psi Concrete a Depth — 4 inches to o Compacted VDOT 21A Depth = 4 inches a ~ oz ¢ ¢ On m m U Z 0 W 5 CONCRETE SIDEWALK DETAIL o <ow� Z Y —20 SCALE: NTS vl W W = p U (FACE OFICURB IiI�;J 5" 1" 24" 1 /2" R c: d 4" #57 STONE (MIN) d e ,I I--� E--I N Cj O DEPTH TO MATCH �I HJ ,tom, ' 5 SUBGRADE �I �i�y � C, W S" 2'-0" jCj O >� ''� C\2 W 2'_e" W Uy pe to Z �'7 xad CONCRETE SHALL BE CLASS A-3 U 5� co r STANDARD CG-6 F� fx F .. 9F W E-I W J z [.-FACE OF CURB I —I iz a,_4', 1 /2" R I� W O U �I 0 III B nZ Hti ., SURFACE W III BASE W 4" #57 STONE (M DEPTH TO MATCH SUBGRADE STANDARD CG-2 4" #57 STONE (N DEPTH TO MATCH SUBGRADE SURFACE BASE MODIFIED CG-2 8 CURB AND GUTTER DETAILS —20 SCALE: NITS r` ro rn rn c.T Ed F N \ I< \ co co co Z Z Z Z Z 0 O O O O O O 28" Top Block SETBACK = 1.25" (4.0° Batter Angle on Wall) Note: Load Condition A Shown (No Backslope - No Surcharge) Move Blocks Forward Handrail During Installtion to Engage Shear Knobs (Typical) W Z > O Z O Z O Z O Z O ZZ Ground Level 04 rM It Ln -I 1=1 1=1 - - 1=1 III -III III III -III III III -I III III I� I� IIIIIIIII�IITIIIIIIIIIIIIII�IITIIIIIIIIIIIIIIIIIlI1111111111111111�111i III f E­4 III �-I IIIIII�II�IIIIIIIIIIIIII�IITIIIIIIIIIIIIIIIIIIIITIIIIIIIIIIIIIITIIII�I-' IIII III=III III III=III III IIII�IIIII;,111=III W Exposed II III=III III III=III III- _ II III -III III III III III. � I� WaII J . Free Draining Backfill to Q a WaII 4' Max II-11 II II IE Extend at Least 12" Behind Z Height IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII WaII III I C I -I � I -I � I -III -III -III- W� II III III III III III I III III-11I III III- = Non -Woven Geotextile - Ground Level I I III III=11I III III=11 if Fabric (If Specified) II III -III III III -III QI W H I I III I I -III III .III III I I III III=1 I III III I C I -III III III -I I -III III III=1 I I- � I --I "' III-11 III III-III=III II II II= - I I III -III III 11 28" Bottom Block Leveling1 ID 1111111111 11111111111111111111111111111111- a W Pad-1I =-III- II =-I------ ----III= 1 1=III=11I III=11 1�1=1�1 1111111�1= a >-4 Q I = -IIIIIIIIII=III=III=III=III=1I1=11-I I1=1I1=1I1=1I1=1I1=1I1=1I =_ '' Perforated Sock Drain '= I I-1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 =1 I -IIL-III IIIII IIIII I-1 11=III=III=1 i 1=III _III -I' Crushed Stone (As Specified by Engineer) Q W IIIIIiIII1-III-'I- Leveling Pad — E- H� 1. Wall to be designed by others. See Redi-Rock.com for Detailed J 2. Color of wall shall be Buffalo Section Drawings of Each Condition O 4-1 Li Brown RC5004 Shown in the Design Charts U F Ljj onnvx rN W O !y W a S SHEET NO. 11 RETAINING WALL DETAIL k — 2 O 5 -2o SCALE: NTS SHEET 7 of 8 J. J ty 6 Redi-Rock"International, LLC CED BY HECH D BY M NCVIED BY DRl6Nrvc FaE Typical 28 in Block Gravity Wall.dwg REVIsioN - ISSUEDATE $BILLS NO SCALE 5HEITF(r 1 OF T 445 440 435 430 425 420 415 S RX 1 STR 9 STR-8 STR-8B00 00 O N- N a0 Lnun w ....�N Ln Nc .iM ��O O rn r'') O n r7 Lq 6� m O Z u7 O f7 Ln Q 4MN N M � n llC Ln Mn Oas � N a0 NNZ O NU E +N � 0) l� =LnN C5 044't O V)'t Z Z j O o0N 11 ZZZ II Il i +5n 't 11 Z III +pM 11 Z � Z O II Z II I Z O II X II >>> I II »» I H II - V)m�.Z ZZ ao N>�.ZZ �o�>>> ZZ>�.Z ao�> ZZ Cn>�.Z »> ZZZ Exist. Grade _ e _ -----rT- 1 Exist. 10" Sanitary ' 45'�C 1 NEW _III - - - - --- 3 .2 ° I 1 --yJ Ly----t. Exis89.51'-3 „-RCP 0+00 0+50 STORM STRUCTURE PROFILE A C-30 HORZ SCALE: 1 =30 VERT SCALE: 1"=5' 1+00 1+50 2+00 445 I 450 440 1 445 435 1 440 430 1 435 425 1 430 420 1 425 415 1 420 STR-8B STR-8B1 O n ro Lq O O 00 MNN ((0-It o �ri ++mCD n� Il ? CS M <0 II Z Z U >> > Finished Grade +Lin I w 11 z O (n>d. ZZZ <CL 25 N= ZZZ Exist. Grade - pPE _ Nevi 2 0+50 tl 2 STORM STRUCTURE PROFILE B C-30 HORZ SCALE: 1 =30 VERT SCALE: 1 "=5' LD-229 Storm Drain Design From Point To Point Catch A (Ac) Runoff Coef. Inc CA Accum CA TotTc (min) Total Int (in/hr) Total Flow (cfs) Up Inv (ft) Down Inv(ft) Pipe Len (ft) Inv (%) Pipe Dia (in) Pipe Cap (cfs) Velocity (fps) Flow Travel Time (min) STR-5A STR-5 0.00 0.00 0.00 0.00 0.00 0.00 5.12(1) 431.95 424.08 120.66 6.52 18.00 28.35 11.54 0.18 STR-5 STR-4 0.00 0.00 0.00 0.00 0.00 0.00 5.12 423.12 421.92 47.05 2.55 18.00 17.37 8.11 0.10 STR-4 STR-1 0.00 0.00 0.00 0.00 0.00 0.00 5.12 421.75 419.45 61.04 3.77 18.00 21.14 9.35 0.12 STIR STR-813 4.28 0.80 0.00 0.00 6.10 6.70 21.69 428.91 425.53 45.35 7.45 24.00 63.86 17.41 0.05 STR-88 STR-8 0.00 0.50 0.00 1.12 6.15 6.60 29.06 422.50 421.00 45.72 3.28 24.00 42.38 13.72 0.06 STR-8 STR-1 0.14 0.70 0.80 1.64 6.21 6.58 32.43 417.03 415.62 89.51 1.58 30.00 54.04 10.60 0.14 STR-861 STR-813 0.00 0.00 0.00 0.00 0.00 0.00 7.49(2) 437.50 425.53 226.01 5.30 18.00 25.85 12.00 0.32 STR-8A STR-8 0.62 0.70 0.43 0.43 5.00 6.70 2.91 422.92 422.79 19.41 0.67 30.00 32.97 3.93 0.10 LD-347 Hvdraulic Grade Line Calculations Inlet Station Outlet Water Surf Elev (ft) Rise of Outflow Discharge of Outflow Pipe, Length of Outflow Pipe, Friction Slope of Outflow Pipe, Friction Loss Along Outflow Pipe, Hf (ft) Velocity of Flow in Outflow Pipe, Vo Total Head Loss for the Structure, Ht Final Head Loss at Junction, H Inlet Water Rim Elev (ft) STR-4 419.97 18.00 5.12 66.04 3.48 2.30 9.35 1.49 3.79 423.77 429.05 STR-5 423.82 18.00 5.12 51.05 0.41 0.21 4.81 0.60 0.81 424.63 428.15 STR-5A 425.42 18.00 5.12 125.66 0.39 0.50 4.81 0.11 0.60 426.02 434.89 STR-8 416.98 30.00 28.87 94.51 1.49 1.41 10.58 0.00 0.00 0.00 427.21 STR-88 422.27 24.00 28.89 49.72 3.01 7 1.50 13.70 3.23 4.73 427.00 430.32 STR-8131 427.12 18.00 7.49 230.01 0.60 1.39 5.61 0.10 1.49 428.60 439.50 STR-9 427.33 24.00 21.70 49.35 0.85 0.42 7.76 0.19 0.61 427.94 433.49 STORM STRUCTURE CALCULATIONS SCALE: NTS 1 +00 1+50 2+00 450 445 440 435 430 425 420 2+50 445 440 435 430 425 420 EX EX EX STR-4 STR-5 YSTR-5ASTR-1 °LO O CD N K NCD �t co N ^ � CD n H pc) C+� �O' LO O LN� 1 0 N u +M a u + Finished Grade N> z oN z zo o� 11 11z0 ¢~o II-O - (jm Z ZZ N�7,ZZ V) Z FT Exist. Grade -' -' Nei RGP 52% ---TT' 1 - - - - - 1J - Exist 47 2.55% _--'--' 61.04 ,- ��Exist. 10" S nitary % 18" RC I L� 1 0+00 0+50 3 STORM STRUCTURE PROFILE C C-301 HORZ SCALE: 1"=30' VERT SCALE: 1"=5' 1+00 1+50 2+00 2+50 LD-204 Stormwater Inlet Computations Sag Inlets Only b0 C Y N „ N cu 7- a y cl Qj n cuQj $ o �j f1 O 'U O I XN Y7 YC dCIO YC O QQ a C ` O (gyp 0 CL CL __ Y a Q 'a 2 U oCL Z ci a` Cf Cf Cf 2 o R Cf 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 (ft) (ac) (in/hr) (cfs) (cfs) (cfs) ('/') ('/') ('/') (ft) (ft) (cfs) (cfs) (ft) (ft) (ft) STR-8A DI-3C 6.00 0.62 0.70 0.43 0.43 4.00 1.74 0.00 1.74 0.02 .01 0.02 0.08 7.10 0.27 1.00 1.74 0.00 0.20 0.5 0.53 3.55 STR-8 DI-3A 2.50 0.14 0.70 0.10 0.10 4.00 0.39 0.00 0.39 0.02 .01 0.02 0.08 1.68 0.20 1.00 0.39 0.00 - - - - Flume Curb Cut 2.50 0.33 0.80 0.26 0.26 4.00 1.06 0.00 1.06 0.02 .01 j!0.01 0.02 0.08 4.11 0.25 1.00 1.06 0.00 Curb Cut Curb Cut 2.50 0.50 0.80 0.40 0.4 4.00 1.60 0.00 1.60 0.02 0.02 0.08 5.77 0.28 1.00 1.60 0.00 NOTES: 1. Refer to hydrologic calculations on sheet C-502 for the 10-year routed peak flow of 5.12 CFS from STR-5A. 2. Approved plans for WP0201300071 show the 10-year Post -Development run-off from TMP 61W-2-B-lA is 7.49 CFS. This flowrate was used for STR-8B1. O O Z \ O o (D _ 04 Cn co M o ¢ a ¢ m m m zz 0 U Z W 0 a] (f) ?< w w � U U 73 Ld _ p U r , V Z a O C\2o --� Z .< COm 445 I W 07 >a� cco �l is Cl) WF"W 440 �_ )( .. E- C3 w 0 0 Zax� W O U d� W Z 435 G� W 425 420 V) Cn Cn V) V) z Z Z Z Z w w w w w z O a- 0 0 0 0 0 U U U U U 0� con �7- Z Z Z Z Z 0 0 0 0 0 Z E --- 0 I -I 0 F W E­4 �4 Q Q rWk J H O �0 F- � w Fa NN� Q4 0 Ld = Q o cn SHEET NO. C-30 SHEET 8 of 8