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HomeMy WebLinkAboutSDP202100046 Plan - Submittal (First) Initial Site Plan 2021-05-10F/ SITE DATA OWNER / DEVELOPER: OWNER: PLAN PREPARER: TAX MAP PARCEL No: PARCEL AREA: ZONING: CURRENT USE: PROPOSED USE: BUILDING HEIGHT: SETBACKS: STORMWATER MANAGEMENT: WATERSHED: BOUNDARY SOURCE: TOPOGRAPHY: BENCHMARK: DATUM: CRITICAL SLOPES: FLOODPLAIN: PARKING REQUIRED: NEW BELVEDERE INC. JMP 62A3-1 B) PO BOX 7505 CHARLOTTESVILLE, VA 22906 BELVEDERE LAND HOLDINGS LLC (TMP 63A3-1 31) PO BOX 7505 CHARLOTTESVILLE, VA 22906 ROUDABUSH, GALE, & ASSOCIATES 999 SECOND STREET, SE CHARLOTTESVILLE, VA. 22902 (434)-977-0205 0.42 ACRES THE SUBJECT PORTION OF TMP 62A3-1 B IS ZONED NMD (NEIGHBORHOOD MODEL DEVELOPMENT) PER ZMA2004-00007. THESE PARCELS ARE WITHIN THE AIRPORT IMPACT AREA (AIA). VACANT RECREATIONAL AREA BLOCKS 1 & 2: 50' (MAX.) BLOCKS 3-10: 38' (MAX.) PROPOSED BUILDING HEIGHT- 33' FRONT - 5BUILD-TO FROM PROPERTY LINE SIDE - 5' REAR - 10' (FOR STRUCTURES WITH FRONTAGE ON MORE THAN ONE RIGHT-OF-WAY, THE BUILD -TO LINES SHALL APPLY ONLY TO THE PRIMARY ELEVATION. PROVIDED BY EXISTING BIORETENTION POND LOCATED JUST NORTH OF SOCA FIELDHOUSE ON TMP 62A3-1 B. SEE BELVEDERE PHASE I - BLOCK 3, 4A, 5A, 6B, AND 9A ROAD AND STORM DRAIN IMPROVEMENTS DATED 4/18/07 AND DESIGNED BY WW ASSOCIATES FOR DETAILS ON EXISTING SWIM FACILITY 5A (WPO-2007 00029). (SEE STORMWATER MANAGEMENT NARRATIVE THIS SHEET) SOUTH FORK RIVANNA RIVER (BELOW RESERVOIR) "PLAT SHOWING 2-LOT SUBDIVISION OF TMP 62A3-A" PREPARED BY ROUDABUSH GALE & ASSOCIATES, DATED MARCH 20, 2019, LAST REVISED JUNE 17, 2020 AND RECORDED AT DB 5335 PG 380. FROM FIELD RUN SURVEY PREPARED BY ROUDABUSH GALE & ASSOCIATES DATED NOVEMBER 20, 2020 OFFSITE POLE NOTED IN TOPOGRAPHY SURVEY AS POINT 1971, ELEVATION 468.43 NAVD 88 HORIZONTAL: NAD83 VERTICAL: NAVD 88 PROJECT SITE DOES NOT CONTAIN CRITICAL SLOPES THE PROJECT SITE SHOWN HEREON IS LOCATED IN ZONE N" AND DOES NOT FALL WITH FLOOD HAZARD ZONE "AE" FOR A 100-YEAR FLOOD AS SHOWN ON FEMA MAP 51003CO279D, EFFECTIVE 2/4/2005, THIS DETERMINATION HAS BEEN MADE BY GRAPHIC METHODS, NO ELEVATION STUDY HAS BEEN PERFORMED AS A PORTION OF THIS PROJECT. ONE (1) SPACE PER 125 SQUARE FEET OF RECREATIONAL SPACE (RECREATIONAL) 2,975 SF / 125 SF/SPACE = 23.8 SPACES NUMBER OF DWELLING UNITS WITHIN ONE -QUARTER MILE > 100 UNITS REQUIRED PARKING SPACES = 0 SPACES PARKING PROVIDED: PARKING SPACES PROVIDED =19 SPACES (PER BELVEDERE CODE OF DEVELOPMENT VARIANCE 16, 17, 18 ALLOWS ON STREET PARKING TO BE AVAILABLE TO THIS COMMUNITY USE, THIS AVAILABLE PARKING WAS CONSTRUCTED WITH THE STREET SYSTEM) LOT COVERAGE: PROPOSED IMPERVIOUS AREA: 5,335 SF - 29% PROPOSED MANAGED TURF (OPEN SPACE): 13,140 SF - 71 % TOTAL LOT AREA: 18,475 SF LIGHTING: 1. LIGHTING: ALL PROPOSED LIGHTING WILL NOT EXCEED 3,000 LUMENS. 2. 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 FROM ADJACENT ROADS. A LIGHTING PLAN WILL BE SUBMITTED WITH THE FINAL SITE PLAN. NO EVIDENCE OF A BURIAL SITE WAS FOUND WITHIN THE PROJECT SITE, THE PROJECT SITE IS NOT LOCATED WITHIN THE AGRICULTURAL -FORESTAL DISTRICT, THE PROJECT SITE IS NOT WITHIN A WATER SUPPLY PROTECTION AREA. STORMWATER MANAGEMENT COMPLIANCE NARRATIVE GENERAL THE BELVEDERE COMMUNITY CENTER SITE HAS BEEN PLANNED FOR IN ADVANCE AND IS PART OF THE STORMWATER MANAGEMENT PLAN FOR BELVEDERE PHASE 1. THAT PLAN HAS BEEN PREPARED BY WW ASSOCIATES AND IS DATED 2-26-07. PLEASE REFER TO WPO-2007-00029. IT DISCUSSESS ALL OF THE STORMWATER FACILITIES IN PHASE 1. THE FACILITIES THAT TREAT AND DETAIN STORMWATER WHERE THE EXISTING SOCA FIELDHOUSE IS LOCATED AND THE BELVEDERE COMMUNITY CENTER IS BEING PROPOSED IS A FOREBAY AND BIORETENTION POND JUST NORTH OF THE EXISTING SOCA FIELDHOUSE AND A DETENTION FACILITY RECEIVING THE OUTFALL FROM THE BIORETENTION FURTHER TO THE WEST. SEE THE BELVEDERE -PHASE 1 BLOCKS 3, 4A, 5A, 6B, & 9A PLAN, DATED 8-14-07 AND PREPARED BY WW ASSOCIATES FOR MORE DETAILS ON THE BIORETENTION FACILITY. THE PLANS WERE APPROVED IN 2007 AND THE STORMWATER FACILITIES HAVE SINCE BEEN BUILT ON -SITE. WATER QUALITY (9VAC25-870-63): THE BIORETENTION FACILITY ASSUMED 83,366 SF OF IMPERVIOUS AREA BETWEEN THE BELVEDERE COMMUNITY CENTER SITE PLAN AND THE SOCA FIELDHOUSE SITE PLAN. THE SOCA FIELDHOUSE SITE PLAN HAD A TOTAL IMPERVIOUS AREA OF 63,757 SF. THE BELVEDERE COMMUNITY CENTER SITE PLAN PROPOSES 5,138 SF OF IMPERVIOUS AREA FOR A TOTAL OF 68,895 SF BETWEEN THE TWO DEVELOPMENTS. SINCE THE IMPERVIOUS AREA IS LESS THAN 83,366 SF, WATER QUALITY COMPLIANCE HAS BEEN MET. WATER QUANTITY (9VAC25-870-66.B.1.A - CHANNEL PROTECTION): THE MANMADE STORMWATER SYSTEM SHALL CONVEY THE POST -DEVELOPED PEAK FLOW RATE FROM THE TWO-YEAR 24-HOUR STORM EVENT WITHOUT CAUSING DAMAGE TO THE SYSTEM. WATER QUANTITY (9VAC25-870-66.C.1 - FLOOD PROTECTION): THE BIORETENTION FACILITY WAS SIZED FOR SOCA FIELDHOUSE SITE PLAN AND THE BELVEDERE COMMUNITY CENTER. THE BIORETENTION FACILITY ASSUMED 83,366 SF OF IMPERVIOUS AREA. SINCE THE IMPERVIOUS AREA IS PROPOSED TO BE 68,895 SF BETWEEN THE TWO DEVELOPMENTS, FLOOD PROTECTION COMPLIANCE HAS BEEN MET. INITIAL SIT PLAN ......III- II -IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIII 1IIII IIII IIIIIII IIIIIII lllp� IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII .IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Milo COMMUNITY CENTER RIO MAGISTERIAL DISTRICT, COUNTY OF ALBEMARLE , VA y� K t � i I dot PROJECT SITE o Redbud Creek ,I 1 City of C'harlot tesville -op coye.� CATEC i VICINITY MAP SCALE: 1 "=1000 FEET PLAN NOTES 1. THE OWNER WILL DESIGNATE A PROJECT MANAGER TO ACT AS OWNER'S REPRESENTATIVE DURING THIS PROJECT. CONTRACTOR SHALL REPORT DIRECTLY TO THIS PROJECT MANAGER UNLESS OTHERWISE DIRECTED. 2. THE DESIGNER HAS CONDUCTED NO STUDIES DESIGNED TO DISCOVER THE PRESENCE OF ANY HAZARDOUS SUBSTANCES ON THIS PROPERTY AND ASSUMES NO RESPONSIBILITY OR LIABILITY RESULTING FROM THE PRESENCE ON ANY SUCH SUBSTANCE. 3. THE CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED FOR THIS WORK AND PAY ALL ASSOCIATED FEES. THIS INCLUDES ALL NECESSARY PERMITS, INSPECTIONS, BONDS, AND OTHER APPROVAL RELATED ITEMS IN ACCORDANCE WITH THESE PLANS AS WELL AS LOCAL STATE AND FEDERAL POLICIES. 4. PAVED OR RIP RAP DITCH MAY BE REQUIRED WHEN, IN THE OPINION OF THE RESIDENT ENGINEER OR HIS DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 5. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION, AND SHALL BE PROVIDED BY THE CONTRACTOR. 6. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 7. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE VDOT ROAD AND BRIDGE STANDARDS (LATEST EDITION) AND THE VDOT ROAD AND BRIDGE SPECIFICATIONS (LATEST EDITION). EARTHWORK, DRAINAGE, & SITE CONDITIONS 1. EXCEPT AS OTHERWISE SHOWN ON THE PLANS, ALL CUTS AND FILLS SHALL MATCH EXISTING SLOPES OR BE NO GREATER THAN 2:1. 2. UNLESS OTHERWISE NOTED ON THE PLANS OR IN THE SPECIFICATIONS, ALL FILL MATERIALS SHALL BE COMPACTED TO 95% OF THEORETICAL MAXIMUM DENSITY AS DETERMINED BY AASHTO T-99 METHOD A, WITHIN PLUS OR MINUS 2% OF OPTIMUM MOISTURE, FOR THE FULL WIDTH AND DEPTH OF THE FILL. 3. ALL GRADING AND IMPROVEMENTS TO BE CONFINED TO THE PROJECT AREA UNLESS OTHERWISE INDICATED. 4. ALL MATERIALS AND INSTALLATION DETAILS SHALL CONFORM TO APPLICABLE LOCAL ORDINANCES AND VDOT ROAD & BRIDGE STANDARDS (LATEST EDITION) UNLESS OTHERWISE STATED WITHIN THE PLANS.. 5. ANY UNUSUAL OR UNANTICIPATED SUBSURFACE CONDITIONS SHALL BE IMMEDIATELY REPORTED TO THE ENGINEER. 6. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND LOCATIONS PRIOR TO BEGINNING WORK, SHEET INDEX SHEET 1 COVER SHEET SHEET 2 DEMOLITION, & EXISTING CONDITIONS PLAN SHEET 3 SITE LAYOUT PLAN SHEET 4 GRADING PLAN SHEET 5 UTILITY PLAN SHEET 6 LANDSCAPE PLAN SHEET 7 CONSTRUCTION NOTES & DETAILS TOTAL SHEETS = 7 LEGEND EXISTING INTERMEDIATE CONTOUR ---2---- EXISTING WATERLINE W/ TEE _N EXISTING INDEX CONTOUR - 300- - PROPOSED WATERLINE W/ TEE w +- PROPOSED CONTOUR 20 EXISTING FIRE HYDRANT EXISTING EDGE OF PAVEMENT EX. EP r„„�,,,- - PROPOSED FIRE HYDRANT PROPOSED EDGE OF PAVEMENT EP EXISTING WATER VALVE -� •- EXISTING CURB AND GUTTER EX. C&G PROPOSED WATER VALVE w w- PROPOSED CURB AND GUTTER CG-6 PROPOSED WATER METER Q) TRANSITION FROM CG-6 ROLL -TO CG-6 ROLL-TOP EXISTING REDUCER w�-•- EXISTING STORM SEWER EX 15" RCP _ - _ .�. PROPOSED REDUCER w 0-w- 15" RCP HANDICAP RAMP (CG-12) PROPOSED STORM SEWER DENOTES LO TION OF STD. VDOT �- EXISTING SANITARY SEWER s s s ST- AND/�OqR JURISDICTIONAL STANDARD RAMP CONSTRUCTION PARKING INDICATOR 12 PROPOSED SANITARY SEWER , INDICATES THE NUMBER OF TYPICAL PARKING SPACES PROPERTY LINE BENCHMARK EASEMENT LINE ---------------- CRITICAL SLOPE CENTERLINE SLOPES TO BE SEEDED, MULCHED & TACKED LIMITS OF CLEARING AND/OR GRADING ■■■■■■■■■■■■■ VEHICLES PER DAY COUNT 1,234 VPD EXISTING SPOT ELEVATION +12.0 PROPOSED SPOT ELEVATION +12.0 PROPOSED STREET NAME SIGN -� EXISTING SIGN 0 EXISTING TREE EX. 15' OAK PROPOSED SIGN -� SANITARY MANHOLE IDENTIFIER O PROPOSED TREE OAK 18 STORM DRAIN STRUCTURE IDENTIFIER APPROVALS DEPARTMENT OF COMMUNITY DEVELOPMENT DATE PLANNING / ZONING ENGINEERING INSPECTIONS ARCHITECTURAL REVIEW BOARD DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VA. DEPARTMENT OF TRANSPORTATION AND IMMEDIATELY NOTIFY THE PROJECT MANAGER IN THE EVENT THERE ARE ANY DISCREPANCIES BETWEEN SUCH CONDITIONS AND THOSE SHOWN ON THE PLANS AND SPECIFICATIONS. 7. IN THE EVENT THAT GRADING AS SHOWN ON THE PLANS IS NOT FEASIBLE, CONTRACTOR SHALL ADVISE THE PROJECT MANAGER AND ENGINEER BEFORE FINAL GRADING COMPLETION FOR ADVICE AND CONSENT. UTILITIES & DRAINAGE SYSTEMS UTILITIES 1. ANY DAMAGE TO EXISTING UTILITIES CAUSED BY CONTRACTOR OR ITS SUBCONTRACTORS SHALL BE CONTRACTOR'S SOLE RESPONSIBILITY AND REPAIRED AT CONTRACTOR'S EXPENSE. 2. THESE PLANS DO NOT GUARANTEE THE EXISTENCE, NON-EXISTENCE OR LOCATION OF UTILITIES. CONTRACTOR SHALL VERIFY THE EXISTENCE AND LOCATION OR THE NON-EXISTENCE OF UTILITIES. AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION OR CONSTRUCTION, CONTRACTOR SHALL NOTIFY MISS UTILITY (1-800-552-7001) AND/OR THE RESPECTIVE UTILITY COMPANIES FOR GAS, WATER, SEWER, POWER, PHONE AND CABLE. CONTRACTOR SHALL TIMELY ARRANGE TO HAVE THE VARIOUS UTILITIES LOCATED, AND TO HAVE THEM REMOVED OR RELOCATED OR TO DETERMINE THE METHOD OF PROTECTION ACCEPTABLE TO THE RESPECTIVE OWNER, IF THE METHOD OF PROTECTION IS NOT OTHERWISE SPECIFIED. CONTRACTOR SHALL CONDUCT ITS WORK IN THE VICINITY OF EXISTING UTILITIES IN ACCORDANCE WITH THE RESPECTIVE UTILITY'S RULES AND REGULATIONS. ANY COST INCURRED FOR REMOVING, RELOCATING OR PROTECTING UTILITIES SHALL BE BORNE BY CONTRACTOR UNLESS INDICATED OTHERWISE. CONTRACTOR SHALL EXCAVATE TO LOCATE BURIED UTILITIES FAR ENOUGH IN ADVANCE OF ITS WORK TO ALLOW FOR HORIZONTAL AND /OR VERTICAL ADJUSTMENTS TO ITS WORK AND/OR THE UTILITIES. NO ADJUSTMENT IN COMPENSATION OR SCHEDULE WILL BE ALLOWED FOR DELAYS RESULTING FROM CONTRACTOR'S FAILURE TO CONTACT AND COORDINATE WITH UTILITIES, 3. WHEN THE WORK CROSSES EXISTING UTILITIES, THE EXISTING UTILITIES SHALL BE ADEQUATELY SUPPORTED AND PROTECTED FROM DAMAGE DUE TO THE WORK. ALL METHODS FOR SUPPORTING AND MAINTAINING THE EXISTING UTILITIES SHALL BE APPROVED BYTHE RESPECTIVE UTILITY COMPANY AND/OR THE ENGINEER. CONTRACTOR SHALL EXERCISE CARE TO INSURE THAT THE GRADE AND ALIGNMENT OF EXISTING UTILITIES ARE MAINTAINED AND THAT NO JOINTS OR CONNECTIONS ARE DISPLACED. BACKFILL SHALL BE CAREFULLY PLACED AND COMPACTED TO PREVENT FUTURE DAMAGE OR SETTLEMENT TO EXISTING UTILITIES. ANY UTILITIES REMOVED AS PART OF THE WORK, AND NOT INDICATED TO BE REMOVED OR ABANDONED, SHALL BE RESTORED USING MATERIALS AND INSTALLATION EQUAL TO THE UTILITY'S STANDARDS. 4. CONTRACTOR SHALL NOTIFY LANDOWNERS, TENANTS AND THE PROJECT MANAGER PRIOR TO THE INTERRUPTION OF ANY SERVICES, SERVICE INTERRUPTIONS SHALL BE KEPT TO A MINIMUM AND SHALL ONLY OCCUR WITH THE KNOWLEDGE AND PERMISSION OF THE SERVICE'S OWNER OR AUTHORITY. 5. THE ADJUSTMENT OF ALL MANHOLE TOPS, WATER VALVE BOXES, GAS VALVE BOXES AND WATER METER BOXES SHALL BE THE RESPONSIBILITY OF CONTRACTOR. 6. ALL WATER METER VALVES AND FIRE HYDRANT ADJUSTMENTS RELOCATIONS SHALL BE PERFORMED BY THE CONTRACTOR. CONTRACTOR SHALL KEEP A "REDLINE" SET OF PLANS DOCUMENTING ALL SUCH AS -BUILT REVISIONS. DRAINAGE SYSTEMS 1. CONTRACTOR SHALL EXERCISE CARE, ESPECIALLY AT INTERSECTIONS AND GUTTER LINES, TO PROVIDE POSITIVE DRAINAGE. ANY AREAS WHERE WATER IS IMPOUNDED SHALL BE CORRECTED BY CONTRACTOR AT NO ADDITIONAL COST. POSITIVE DRAINAGE OF ALL ROADWAY AREAS TO THE STORM DRAIN INLETS OR OTHER ACCEPTABLE DRAINAGE CHANNELS AS NOTED ON THE PLANS IS REQUIRED. 2. CONTRACTOR SHALL MAINTAIN EXISTING STREAMS, DITCHES, DRAINAGE STRUCTURES, CULVERTS AND FLOWS AT ALL TIMES DURING THE WORK. CONTRACTOR SHALL PAY FOR ALL PERSONAL INJURY AND PROPERTY DAMAGE WHICH MAY OCCUR AS A RESULT OF FAILING TO MAINTAIN ADEQUATE DRAINAGE. 3. ALL PIPES, DI'S AND OTHER STRUCTURES SHALL BE INSPECTED BY THE PROJECT MANAGER BEFORE BEING BACKFILLED OR BURIED. THE PROJECT MANAGER MAY REQUIRE CONTRACTOR, AT NO ADDITIONAL COST, TO UNCOVER AND RE-COVER SUCH STRUCTURES IF THEY HAVE BEEN BACKFILLED OR BURIED WITHOUT SUCH INSPECTION. 4. ALL CATCH BASINS ENCOMPASSED WITHIN NEW CONSTRUCTION SHALL BE CONVERTED TO DROP INLETS. 5. REMOVED PIPE SHALL BE THE PROPERTY OF CONTRACTOR UNLESS NEGOTIATED OTHERWISE BEFORE PROJECT BIDDING; AND IF NOT SALVAGED FOR RE -USE, SHALL BE DISPOSED OF LAWFULLY. 6. ALL STORM SEWER PIPE AND DROP INLETS SHALL BE CLEARED OF DEBRIS AND ERODED MATERIAL PRIOR TO FINAL ACCEPTANCE. 7. ALL STORM SEWER PIPE JOINTS SHALL BE SEATED AND SEALED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. 8. ALL EXISTING ROOF DRAINS AND OTHER DRAINAGE CONDUIT BLOCKED OR DISRUPTED FROM THEIR PRE -CONSTRUCTION DRAINAGE PATTERNS SHALL BE SHORTENED, EXTENDED OR OTHERWISE ROUTED USING MATERIALS APPROVED BY THE ENGINEER, AND IN SUCH A WAY THAT THE NEW DRAINAGE PATTERNS ARE ACCEPTABLE TO ENGINEER AND THE PROJECT MANAGER. A U o uj o V z zaN � �(a 9 JY � �¢w O oLu a� m oW Wo 0 w OQ N ¢ QZ v0 Z� 0> o �W o x w0 LL z N V' D w N V W N w Q Z J > O ^ Urwi�� a III..--■'+� J CL O OQ a w y¢ rn H S r� Ji y L. Taggart Lim. No. 22841 �4 'r`QIONAL Q Z w z w Ir -1 J T z U w m a� Q az(Y) E- W�CcQ\IQ� x I- G (0 M z v� cn < (o_ o 04 JO <0 o QU 1 1W LL F_ - O _J c j z Cc z U 0 -W O Q_J 0Ir O a \W 0- w J F5 W Q m O0 z 0 a u W a 0 y O z z W i z� 0 � d z � O W J a a a I, N Qa 0 z DESIGNED BY: MSK DRAWN BY: MSK 'CHECKED BY: JILT DATE: 02 17 2021 SCALE: 1" = 1000' JOB: 20.2102 SHEET: 1 OF 7 f (EX. STORM DRAIN ' EASEMENT / DB 3773 PG 120 i GO --------------- --------------------------------------- /-____- --------X. - FACILITY RBMP EASEMENT -------------------------------------------------------------aB.._3351--PG.- 424- - ---------- 4zE------------ ------- ____ - - - - - - - - - - - - - - - - - - - - - - ----------------------------------------------------- ------------------------- ___________ ______________________________________________—_ TMP 62A3-1 B EXISTING BIORETENTION ------------------- ----------------- EX 20' ACSA SANITARY N/F BELVEDERE LAND HOLDINGS LLC FACILITY ------------------------- '------ SEWER EASEMENT --------------ZONING: NMD D.B. 3532-P�-6fi3----- - - USE. VACANT ------------------------------- - ------------------------ - -- \ �4--------------------- --------- - ----------------- --------------------------= --------------------------- -------------- R. STORM DRAIN EASEMENT -_� \ -- - - -- -" - ------------------------------ __________________________________-________� l __- -- — 1 , - - EX 30" RCP \ L _L ----------------------------__________i------------------- _ / \\\\---%- --------------__---_ ---_-_-_-_-_-_ - ___________ - _________�HAP ---£ -------E- _-_ X-. -B--S-QN 11 "--_-- ------------------------ 15 _--- _------------------------`- EN-- TR- -- � --�-jam-" - EX. 20' ACSA SANITARY SEWER _ --`-- PROPOSED SANITARY SEWER EASEMENT ---'---«h.-' D.B. 3532 PG. 603 TMP 62A3-1 A N/F SOCCER ORGANIZATION OF Q= EX. WELL 70 0 l> REMAIN I CHARLOTTESVILLE AREA INC o ZONING: NMD S, USE: INDOOR SOCCER FIELD W J � ao' ,�' EX TEMP N ® ELECTRIC (TBR) �nl :f 496--------------I -- 498 TMP 62A3-1B1 N/F BELVEDERE LAND HOLDINGS LLC ZONING: NMD USE. 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No. 22841 44 A�oFEssl ONAL E��'\�ry Q w D" > Lu T- J UTm< Lu J T z ZU wm E- Q Q U J a-z�ao W�ccj< (.c)z z CAS Q�0 E-- JO aU QU Q xo w LL I¢ � w o -1 zL o CD Lu J °C �QFE a Lu o 06 W c:) J � W LU Q Q m 0 CE DATE: 0217 2021 SCALE: 1 "=20' JOB: 20.2102 SHEET: 2 OF 7 TMP 62A3—IB NIF BELVEDERE LAND HOLDINGS LLC ZONING: NMD USE: VACANT t ; 1 \ PROP. PICKLEBALL COURT 88C SF SCALE 1 "=20' 20 0 20 SCALE IN FEET 40 J NI \/ © �. Z ver _ w z SITE LOT COVERAGE: I ','M.: IMPERVIOUS AREA: 0.12 AC GRASS MANAGED TURF/OPEN SPACE: 0.30 AC .Q' I TOTAL LOT AREA: 0.42 AC m'. -n/o� N43°5359E 121.04" O 0 _ _ _ _ 5° SBL10 _ _ n �> LANDSCAPING (TYP) NEW PARCEL 'A' 6NTICUOUS 9 FORMERLY O (PORTION , OFTMP 2A3 1B) c_ - IZ G) TMP 62G-01—A NIF BELVEDERE NEIGHBORHOOD ASSOCIATION INC ZONING: NMD USE: OPEN SPACE TMP 62A3-18 NIF BELVEDERE LAND HOLDINGS LLC ZONING: NMD USE: VACANT TYP. PROP COMMUNITY CENTER FOOTPRINT SCALE: 1" = 10' ----------- I I EXPECTED INTERIOR FOOTER (TYP.) I I EXTERIOR II BUILDING 14 WALL (TYP.) EXPECTED I ROOFLINE (TYP.) P P. P U v p v. SCALE: 1" = 40' OFFSITE POLE NOTED IN TOPOGRAPHY SURVEY AS POINT 1971, ELEVATION 468.43 NAVD 88 TMP 62A3-18 NIF BELVEDERE LAND HOLDINGS LLC ZONING: NMD USE.- VACANT L_ V P v H VA P P 4 v J °L 4 >v v ,79 BENCHMARK TMP 62A3-181 NIF BELVEDERE LAND HOLDINGS LLC ZONING NMD USE: VACANT IL I TMP 62.3-1B NIF BELVEDERE LAND HOLDINGS LLC ZONING: NMD USE.. VACANT TMP 62G-07—BN/F NEW BELVEDERE INC ZONING: NMD USE OPEN SPACE A U 6 m w U� OZ zap (a �Ya 2 tf)J > H(D gQ> J O T Q > J = Qyi 0U ¢� m a Z = a OW woo W UQ �¢ _ Q JZ zac=i � c7 ° CE -> o �cf) Wo � vs o Z N W N W Q� z J > O U5 F- Lu W a J U) > D-zw 0 C)0 U, �Q LA = rn U Z 0 a w 0 0 0 OZ ti z z z g O O r u a z u o o J d d W a W N Q O O O ,y DESIGNED BY:I MSK DRAWN BY: I MSK 'CHECKED BY: I JILT ��o���PVTH DF �%,�,c� ) �� r U �� 9 Jimmy L. Taggart Uc. No. 22841 44 A�GFEssl ONAL E��'l�ry Q Z_ w z w w[nm-j U J Q T Q 0 w 0] J— a aQ a- zro ao a W�ca\IQ� VJ Q M 0 >- JO aU QU Q x~ ELL H E —1 w 0 Zw o 0b J 0 acc w LU > J w Q m 0 DATE: 0217 2021 SCALE: AS SHOWN JOB: 20.2102 SHEET: 3 OF 7 EX 20' ACSA SANITARY SEWER EASEMENT D.B. 3532 PG. 603 ------------------------------ ---------------------------------- CY R" OAnl I �X. STORM WATER BMP ``-'��� FACILITY EASEMENT D.B. 3351 PG. 424 I TMP 62A3-1 B- N/F BELVEDERE LAND HOLDINGS LLC TO EXISTING ZONING: NMD SW ITY USE: VACANT I I lfX. STORM DRAIN EASEMENT _....----------------------------------�B-3773 PG 120 I I I ,. EX. 30" RCP XPMH4 56' -------------- W 20' PR ENT wJ=56.20 ---------------------- NE EPSEM _ JN= 476.20 ---------- -------------------- T--------------_---- -`------------- _ OUT- 476.001 NEW/VA/RI/ABLE WIDTH WELL EASEMENTEX � Ex. 20' ACSA SANITARY SEWER I a - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - A EASEMENT- °� D.B. 3532 PG. 603 I TEMPORARY CONSTRUCTION AND GRADING EASEMENT D.B. 3543 PG. 225 TMP 62A3-1B N/F BELVEDERE LAND HOLDINGS LLC ZONING: NMD USE. VACANT . J_t1J s .� .l.l I INV=490.0 I �. v. O O v v I >v'. o TEMPORARY CONSTRUCTION HVAc AND GRADING EASEMENT a I 1 D.B. 3543 PG. 225 k . — — BUftDC1�G PERIMETER DRAIN o TMP 62G-01—A N/F BELVEDERE NEIGHBORHOOD �\ \ ASSOCIATION INC ZONING: NMD \ USE. OPEN SPACE \ \ I \ �I \ I SCALE 1"=20' 20 0 20 40 SCALE IN FEET Sanitary Sewer Schedule Date: 4/28/2021 Belvedere Community Center Pipe Prop. Gd. Exposed Center Manhole Top Inv. In. Inv. Out Length Slope Size Station MH Depth Elev. Rim (k.) Length A 495.70 490.20 10+00 5.70 495.70 0.0088.40 :490.00 84.4 $.16% 6 B 490.10 485.20485.00 10+88 5.10 490.10 0.00 82.1 -11-21 % 8 86.09 EX 481.50 476.20 476.00 11+74 5.50 481.50 0.00 EASEMENT HATCH LEGEND WELL EASEMENT PRIVATE DRAINAGE EASEMENT PRIVATE SANITARY EASEMENT ACSA SEWER EASEMENT PROP. WATERLINE CONNECTION SCALE: 1" = 10' EX. 8" LINE TO BE REDUCED TO SPRINKLER SERVICE LINE AS NEEDED OR CAPPED BEHIND SIDEWALK I r* * *�" I I Q 4 v zU 6 w a) OZ Zap (a �Ya 2 J > H(D ga> J O T a > J = Qyi 0U ¢� m d Z = w a OW woo W Va �¢° _ a J Z v U Z� ¢_ !n > o W o x LL wZ Ir o a F-+ (L ¢ W N w a� z J > O Uvw)W a J } U) > = O W 0 C)0 wQ 'a rn= rn O z O a U w w N a 0 OCj N z z g O O �U a Z U o o U J d d W a W N a � 0 o� DESIGNED BY:1 MSK DRAWN BY: I MSK 'CHECKED BY: I JLT ��o���PVTH OF �%,�,c� �� U �7 9 Jimmy L. Taggart Lic. No. 22841 44 A�oFEssl ONAL E��'l�ry W z Ill r J Wmm� U T Q` J T G Q_ O w m Q U J 0-< Q a-z� a-o W�Cj< rs cflcY)Z CA� ago JO 2 aC a QU Q XC) LL H ¢ ~Lll O J� z L z0 ¢ Q TZ J LU °� w J LLI < Q m 0 CE DATE: 0217 2021 SCALE: 1 "=20' JOB: 20.2102 SHEET: 5 OF 7 CO•12 NOTE' COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING HYDRAULIC CEMENT SIDEWALK (DEPTH N INCHI AREA N SOUARE YARDSI GENERAL NOTES- DEETTi WHEN RECANTED WAAA NNc `Su�:cEp° EA(EI IN SCUME LINEAR YARDS] 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOES. EACH OF THE MOVE ITEMS IS A SEPARATE PAY ITEM AND SHOULD BE SUMMARIZED FOR EACH CURB CUT RAMP- 2- ALL DETECTABLE WARNING SURFACE PRODUCTS SHALL MEET TIE REOUREWN75 SDEWAL� Or SECTION 504 Or THE SPECFICAIXAS FOR CO-12 DETECTABLE WARNINO SURFACE. RAMP ,1.1 MAX DETECTABLE WARNING SU'ACE PRODUCTS USED SHALL BL FROM THE MATERIALS 4B'I MAX APPROVED PRODUCT UST NUMBER 72. ` 3. SLOPING SIDES OF CLARB RAMP MAY BE POURED WONOLITHCALLY WITH RAMP 1J FLOOR OR BY USING PERMRSSTAE CONSTRUCTION JOINT WITH REQUIRED BARS- 4' •. AUGURED BARS ME TO BE NO.5 X B- PLACED I -CENTER 10 CENT€R ALONG BOTH SIDES Of THE RAMP rLOOR, MD -DEPTH OF RAMP FLOOR. MINIMUM B CONCRETE COVER E. To MAX 5. ROADWAY CURB A CURS ARID CUTTER SLOPE TRANSITIONS AGNACENT TO CURB TYPE A RAMPS ARE INCLUDED IN PAYMENT FOR CURB 2 CURB MD GUTTER, PERPENDICULAR 6. CLIMB RAMPS ARE REOUREO FOR SDEWALKS AND SHARED USE PATHS. THE WIDTH OF THE CURB RAMP OFNTAPACTION HE SHARC1DnTUH A� ATAFCOHUSE PATH, THE TH. WHEN CURB RAJAHS MIUMUM WDIH SHALL BEEFHE EWDNH �����i��'�����',���' �(Yt R� ����� 5 MN 7, DETECTABLE WANDS SHALL EXTEND THE FULL WIDTH DE 1NE t2.1 Mwx CURB RAP LANDING FLOOR. W. CURB RAMPS WILL DE INSTALLED AO LOCATED WITHIN PEOCSTMM CROSSWALKS t2�t YAX AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER. CURB RAMPS SHOULD NOT BE LOCATED BEHIND VEHKLE STOP L(fS.LIGH7 POLES.FRE HYDRAN75.OROP INLETS. ETC. TYPE B 9. RAPS MAY WE PLACED ON RADIAL OR TANGENTIAL. SECTIONS PROVIDED THAT PARALLEL THE CLTB OPENING 6 PLACED WITHIN THE LMITS OF THE CROSSWALK AND L THAT THE SLOPE T PERPENDICULAR TO THECI CONNECTION OF THE CURB OPENING IS M„'• �;•,RiK�1lN,�l/,`T/%(,.[ lo, DETECTABLE HARMING SURFACE PANELS SHALL BE INSTALLED FLUSH WITH THE BACK OF CURB. .tom 42:1 MAX ;, u IL OR STREET EET RAIDS INTERSECT A ECTA1 SECTION OF CURB AT ENTRANCES WIN �� Oa STREET CONNECTIONS THE DETECTABLE WARNING ENDED SHALL HAVE 6'* XT" A NUFFACTORY TU RADIUS OR BE THE BACK AS -SEE Cr-10E0 BY THE AND204.07 F 70 MATCH THE BACK OF CURB- LE WANE PAGES 204.06 AND 2Ol.07 FOR METHODS Of INSTILLING DETECTABLE WARNINGS ON A RADIUS. A' MAIN AT E ,1 HIGHER THAN �j\ EDGE OF PAVCIENT AT XX .SAW AS TOP OF CURB TYPE C PARALLEL & PERPENDICULAR TRUNCATED DOME o 0 0 0 0 E"ll" C 0 0 0 0 0 0 O O0O 0O0 -TELADWC RAID U 00 000 000 0I'0 0 0 000 00 0 0 OO O O OO OO D 0 00 0 0 0 0 0 0 0 0 9Od-559 OF BASE DNETERO 00 D 00 00 O D DETECTABLE WARNING d I wT BACK OF CL!(B "-t4" !_TAMABLE FUEL WIDTH OF RAMP FLOOR _I SEE NOTE 11 1 R F" PAY LPA 5 "1 DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL DETAIL tVp❑T A COPY OF THE ORIGINAL SEALED AND SIGNED ORAWNG IS ON FILE N THE CENTRAL OFFICE. SPEOFCATIOR ROM MD BRIDGE STANDARDS CG-12 DETECTABLE WARNING SURFACE REFERENCE SHEET I O 5 REVISION DATE (GENERAL NOTES) IDS 502 2D4.D1 O4AW VRGINIA DEPARTMENT OF TRANSPORTATION SDa 201A ROAD F. RRIDC;F STANOARD3 IN-3A, 38, SC EXPANSION KEYED FOR DETAILS OF INLET JOINT CONST. EXPANSN JOINT 3'-IO" FRAME: COVER BACK OF SIDEWALK >t JOINT BIR3 0 p` A•GUTTERPIR CH IOME 6 SEE STANDARD IC•2. GUTTER LT 4•- 2" m� BANG T-1 WG4JARIP TER BARS C e: BAR C I I-B-(6-•{-6H• SUBBASE Y 1� ARS F I I U SMS B a '" a2 _ _ _ WRBWME CLOTH I F WEEP HOLE I I = g W o SEE NOTE 0 1 HI IIAR F BM A STEPS�SE NOTE S 11 IIBARS D CUTTfRFACE OF CURB CR N CONTROL JOINT CRACK CONTROL JOINT PLAN SECTION A -A �A q'MAx' KEYED CON57. JOINT L-VARIABLE - MAX. 20' 1&' WARPED n 3 j 1 5 A APPROACH GUTTER API I_ - - - -- - - -__- __- T• B I J 'f • I BARS F "-BARS E L>~B i *,�EIT.EER BARS E - - - - I FRONT ELEVATION BARS i B" IF 8" BARS B IC)ITER REMOVEDD 3•-p" VI 3X'1L TENT PLATE - SECTION B-B R TYPE A NOSE CETNL SHALL BE USED WITH CG-3 & CG-7 STANDARDS. HA . •,'.• L2''/ K1Hy TYPE B NOSE DETAIL SHALL BE LASED WITH CG-2 & CG-S STANDARDS. TYPE p I GAL�AN�EA TYPE B 10 X 4" STUD SMEAR CONNECTOR WELDED CONVECTED PLATE FOR TYPE h TO Y SENT ON AN ANGLE OF AR 39 TO ANGLE IRON AT 2-C-C. CONNECTORS AND 6 70 BE ANCHORED WITH Ifz• K 4" STUD SMEAR NOSE DETAILS WELDED TO BENT PLATE AT 7C-C. 2" MPH. PAVEMENT DF-M L_ 01-313 L DI-3C WARPED PAVEMENT FLOW ' = FLU I FLOW 1 1 1 DETAIL WHEN USED FOR USE ON GRADES ADJACENT TO CURB FOR USE IN SAGS WITHOUT GUTTER BOTH SIDES TO BE SYMMETRMAL \V'Er SPECIFICATION ROM AND BRIDGE STANDARD" STANDARD CURB DROP INLET REFERENCE SHEET I OF 2 REVISION DATE 12" - 30" PIPE: MAXI DEPTH (H) A 8' 233 104.09 08/10 VIRGMA DEPARTMENT OF TRANSPORTATION 302 2016 ROAD & BRIDGE STANDARDS TABLE OF QUANTITIES SGE 5TMDORAD 5L-,FOR APPLICABILITY OF SAFETY 5LAB5. B STANDARD MIN-1 NOTE, FRMIE 1, COVER THE TOP OF MASONRY IS TO BE LEFT SUFFICIENTLY LOW TO PERMIT PROPER L ADJUSTMENT OF COVER AND FRAME TO GRADE BY THE USE OF MORTAR OR BRICK AS DIRECTED BY THE ENGPEER. i %.. E'-O" a LLW ZV G w'¢•' -,'1T' O• n FLAT SLAB TOP AS DETAILED S L,a I•I' ON STANDARD T-MI MAY BY SUBSTITUTED FOR TAPERED (� 1 SECTION WHEN APPROVED BY + THE ENGINEER. ••` STD, ST-1 DAMEIEa=a•6-•(2 . WALL THCNNESS, m SECTION B-B BRICK CONCRETE OR CONCRETE BLOCK AS' HALF PLAN VIEW HALF SECTION A -A [WITH FRAME AD COVER REMOVED, BRICK CONCRETE NOTES' L QUANTITIES SRO" ARE FOR MANHOLE WITHOUT PIPES, THE AMOUMI DISPLACED BY PIPES W UST BE DEDUCTED TO TABLE OF OUANTITIES DEPTH BRICK MANHOLE CONCRETE MANHOLE BR" CONCRETE CONCRETE FEET THOUSANDS CU. YARDS CU.YADS 4 C.5 0-785 1.437 5 C.1 01 1.609 6 0.9 0.705 L%I 7 1.0 0.785 2.223 8 1.2 0.785 2.485 9 1.4 0.785 2.747 D 16 0,785 3.D09 11 1.9 0-970 3.455 2.2 0.970 3.817 2.5 0.970 4179 2.8 0.970 4.541 113 31 0.970 4903 3.4 0.An 5.255 4.O 1.173 6.032 0.45 0.552 OBTAIN TRUE OUAMTHES. 2.A BAY THCDESS OF 9" WAS USED IN COMPUTING CONCRETE OUANTITES. 3. NCREMENIS TO BE ADDED FOR EACH ADDITION& F007 OF DEPTH C WIERIAL5 MAY BE ENCK,CONCRE7E OR APPROVED CONCRETE MM04OLE BLOCK. 5. E BLOCKS ARE USED THE MINIMUM THICKNESS Or SINE S TO BE 5". OTHER THICKNESSES ARE TO CONFORM TO WALL THICKNESS SHOWN FOR CONCRETE. SHAL CONCRETE TO BE CLASS AT. 7. WHEN SPECKED ON PLANS THE INVERT IS TO BE SHAPED N ACCORDANCE E WITH STANDARD AND 6LTDSSTTTOFFMSHING PACNG ALL MATERIALS NCTDENTAL TO 710E SHARING IS 70 PRD FOR THE YINCLUDED 5T RUCIUEIN THE BD SPEICAT REFOEiREHEION MANHOLE FOR 12" - 48" PIPE CULVERTS ROAD AND BR2DGGEE STANDARDS M2 VAGINA DEPARTMENT OF TRANSPORTATION REVISION DATE SHEET 1 Or 3 041ZU IGB.01 MH-1 r-9A'N" DIA THE LETTERS ME OPTIONAL YH" YJi LETTERS I THE LETTERS ARE TO DE K CAST N HIGH Yr CART W THE E RAISED S DUDE RINSED "HIGH AS F/N" ;'N" F/j SHOWN �4OF ❑❑❑ F olMENSIOI ❑ ❑ ❑ ❑ ; Y4. A A I-] ❑ Li Li 1-11-1 vA" VII MAC-L pA AD E3 El El ❑ SECTION A -A RING OPTIO FRAME AND COVER SHALL BE ❑ ❑ ❑ RATED FOR TRAFFIC CONDITIONS. IMATE ST FRAME 2" L95S? TOP B J SECTION B-B BOTTOM N,VD[37 A COPY DE THE ORIGINAL. SEALED AMID SIGNED DRAWING 6 CN FILE N THE CENTRAL OFFICE. $PECFICATION REFERENCE ROM AND BRIDGE SIANOMCS STANDARD MANHOLE FRAME AND COVER SHEET Z OF 3 REVISION DATE VRONA DEPARTMENT Or TRANSPORTATION 224 3az 10b.02 04/20 DII 315, x TYPE L AEA OF SLOT REINFORCING STEEL Cowell BARS A BARS IS BARS C BARS D BARS E BARS F BARS G T Ft. S , Ft. CIA Y4M, NO. Lin. Ft. 4A No. Lin, Ft. AT No, Lin Ft. M No. Lin, FtA No. Lin, Ft.* No. Lin. Ft.* No. L(n, Fl.4H LOB. DH3A - 1.1 1- - 3 3'-2" - 8 - 4' IL 9 NO 5 T-8" 2 3 Y-2" 3 T-6" 4 - .7 3.0 5 3'-6" 6 - - 3 3'-2" 4 vw 3 11-B" 4 - • 3.67 .46 5 51-6'• TO •_ •_ ' 3 y-T., 3 Y-' 4 " 3 11-6" 4 - 1 DI-39 10, C 1AN 5 7'-8" 14 6'-7" to V-10" 3 5.-r. 3 3'-2" 3 V-6" 4 12' 5.50 4.34 5 B'-6" 19 111 '-r' 3 3'-2" 4 9- ^ 3 V-8" 4 T-O.. 251 1P .4 4.7 3 nI 22 - - '-r' 3 3'-T. 4 n'-b" 3 V-6" 4 - 76' 733 1 5. 5 13'-8" 26 1 '-7. 3 3'-2" 4 1 -6" 3 T'-8" 4 - 7a' 525 SASS 1 5 15'-B" 30 - - 3 3'-2" 4 15'-6" 3 1.-8" 4 391 0' 9.17 6.09 1 5 17'-6" 34 '-7" to 6-10"'-7• 3 3'-2. 4 17••6^ 3 1'-6" 4 F-O.. 436 6' 75 3 Ot !0T'-9" 4 6'-T' to SI 3 3'-r' a r-9' 6 v w 2 - n a' 3.67 3-4 XT 2'-9' 8 '-7- - ,-r' 3 3'-r' .-W" 6 T-6" 2 tm 10' 4.59 3J89 10 Y-9• 12 V-7" to 11'-T• 3 3'-r' 3'•9' 6 12K 2 - 12' 5.50 4.33 10 P-W' 18 '-7• '- ' '-T' 3 X-r' B 4'-9' 6 T-6 2 - Dk3C 14• 6-4 4.77 TO 5'-9' 20 6'-T' to ISI 5 •-T' 3 X-2" 8 3'-9" 6 1'-8" 2 - 16' 7.33 5.21 10 6'-9• 24 '-7^ '- ' --r' 3 3'-2" 5 6'•9' 6 Tom" 2 - l 1a' 5 6.Hs 10 T-9- 28 8'-T' to (S'-tO' '-r' 3 20' 9.17 BLOB 10 B'-9' 32 '-7- NOTES I. DEPTH OF INLET ORS TO HE SHOWN ON PLANS. 7. 04 X B" SMOOTH DOWELS AT APPROXIMATELY 15. THIS AREA MAY BE EARTHEN, N WHICH CASE IT' C-C TO BE PLACEU N ALL AREAS ADJACENT THE EXPANSION JOINTS WILL APPLY ONLY TO 2. THE "H" DMENSIDN BRUNK ON THE STANDARDS TO ABUTTING CONCRETE TO PREVENT CURB AND GUTTER. AND SPECIFIED ON THE PLM45 WILL BE SETTLEMENT. MEASURED FROM THE INVERT OF THE OVTFALL 16. CONCRETE QUANTITIES SHOWN MIRE FOR DEPTH PIPE TO THE TOP OF THE STRUCTURE. 8, 3" DIAMETER WEEP HOLE TO BE LOCATED TO IN) OF 5'-2" WITHOUT PIPES THE AMDL94T PLAN "H" DIMENSIONS ARE APPROXIMATE ONLY DRAIN SIDBASE MATOW.. WEEP HO+. WITH DISPLACED BY PIPES MUST BE DEDUCTED TO FOR ESTIMATING PURPOSES AND THE ACTUAL 1r'X11" PLASTIC HARDWARE CLO7N 4"' MESH OBTAIN ?RUE QUANTITIES. FOR INLETS OF DIMENSIONS SMALL BE DETERMINED BY THE OR GALVANIZED STEEL WIFE WEE DIFFERENT DEPTHS ADD OR SUBTRACT 0.32 CONTRACTOR FROM FELD CONDITIONS. DIAMETER 0.03", NUMBER 4 MESH HARDWARE CUBIC YARDS OF CONCRETE FOR EACH FOOT CLOTH ANCHORED FIRMLY TO THE OUTSIDE OF DEPTH. 3. N SPECIFIED ON PLANS T INVERT IS CO TO OF THE STRUCTURE. BE SHAPED N ACCORDA CE WITH STANDARD 17. LENGTH OF ABLE IRON AS SHOWN ON SHEET I IS-1. THE COST OF FURNISHING AD PLACING ALL A ALL REINFORCING STEEL SHALL HAVE A MIL OF 2 IS TO BE L +16" AT 4.10 LBSJFT,. MATERIALS INCIDENTAL TO THE SHAPING IS TO BE COVER OF 2". INCLUDED IN THE BID PRICE FOR THE STRUCTURE. 18. 0 DENOTES LENGTH OF ONE (1) BAR. a. ALL REINFORCING STEEL TO BE CUT CLEAR OF IN THE EVENT THE INVERT OF THE OUTFALI ALL OPENINGS BY 2", 19. ALL REINFORCING BARS TO KITS. 4. PIPE IS HIGHER THAN THIS OF THE THEBOTTOMS THE STRUCTURE. THE INVERT OF STRUCTURE N. CAST -IN PLACE CONCRETE IS 70 BE CLASS A3 20. WHEN INLET IS USED MEDIAN. BACK OF SHALL BE SHAPED WITH CEMENT(3000 MORTAR TO R3000 DSO, PRECAST CONCRETE 5 TO INLET IS TO BE SHAPED TO i0 CONFORM TO WATER PREVENT STANDINGSTRUCTURE. OR PCOST 4000 PSL PROPOSED CURB. OF IN THE STRUCTURE. THE COST OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL 12 LENGTH OF S107 MU WILL, N EMERY CASE, BE THE SWING BE INCLUDED N THE BD DE BID SHOWN ON PLANS. T E T PRICE FOR THE STRUCTURE. 13. F INLET IS CONSTRUCTED IN CURB OR 5. STEPS ARE WHEN H IS TO WITH INTEGRAL CURB. GUTTER IS TO 0E , RDETAILSPROVIDED A ST CIR DILATER. FOR DETAILS SEE STANDARD ST-1, OMITTED ISLE DETAIL). S. THIS ITEM MAY BE PRECAST OR CAST -IN -PLACE. Lt. STANDARD FILETS MAY BE CONSTRUCTED WITH CONCRETE BLOCKS IN ACCORDANCE WITH THE DETAILS SHOWN ON STANDARD DRAWING DI -MIS. REFERENCE STANDARD CURB DROP INLET `""`I' ROM ED BRIDGE 5TANDAR;:S 233 1211 - 3011 PIPE: MAXIMUM DEPTH (H) - 8' REVISION DATE SHEET 2 L= 2 VRGI DEPARTMENT OF TRANSPORTATION 04.• 2016 ROAD & BRIDGE STANDARDS MANHOLE FRAME N COVER FORM BASE FOR 50• BEND ST-D. FI C-1 OR WF&C-1 y GROUT IN PULE \ A 24" NOTES: i MITI N - FOR DIMENSIONS NOT ' SHOWN SEE VDOT ST'D. •- B-1.B-2 & R-1 - . J,: FLAT SLAB TOP CONCRETE ENCASEMENT MANHOLE FRAME 6 COVER STANDARD T-MH-2 10 EXTEND TO LIMITS STANDARD FAC-TOR OF EXCAVATION WF&C-1, OROUT N PLACE DIA OF CONCRETE ADJUSTMENT DROP PR RING OR BRICK COLLAR 6" 24" 6" D-1 D-2 AS REQUIRED I+- Di 10 e'• 6•' B,. D, CCENTRIC TAPER UNIT tr 10" TD. T-MN-2 1pt3" N II" REO'D WHEN D IS RISER UNIT STD R-1 u 1111' IV GREATER THAN 4'-0" L PLUG LIFT HOLES 24" E RISER UNIT U = WITH RUBBER ABOVE O-RND JOINTS . STD. R-2. R-3 / STOPPER MID MORTAR (ASIN C-443) MANHOLE B STD. . OR B-2 STEPS 12- TO I$" O.C. STANDARD STA STANDARD 6-1 CLASS A3 CONCRETE SHAPING D TOP OF SHAPING - PIPE MATERIALS TO MATCH YNN LFE L, CJ., Oi fHVC, ETC./ B i;! '•. :•'•• :::H,-�FLEI® LE CONNECTOR CAST IRON NM - IEtD SEE SHEET 2 OF 2 BASE STAND AID B-1 OR B-2 ALA SECTION B-B DNA 1/2 D-1 r DIAMETER MAX. PRECAST CONCRETE MANHOLE I�I 24„ NOTES: (FOR 0I-2 Of f2" IIt LESS) t� F. WHEN BASE U H EXCEEDS 8' W MINIMUMSECTION NOMINAL HEIGHT OF D fi (TE BASE TAN SHALL BE 5' WITH A R R-3 HEKAIT OF (FOR D-x W t5•' 4 1B'7 b'AD A B TOP STANDARD RISER UNIT R-2 OR R-3 SHALL BE REOARED. x.�O SHALLOWMANHOLES.OLLESARD r-iW-x sHru a6v IE ALLOWED SECTION A -A 3-STEPS SHALL BE ENCASED IN CORROSION RESISTANT RUBBER OR OTHER MATERIAL APPROVED BY THE ENGINEER. SANITARY DROP CONNECTION 4. STEPS SHALL BE ONRTEO THEN SPECIFIED IN THE PLANS. 5. SEE STANDARD SHEET NUMBER 108.07, VOLUME 1, FOR ADDITIONAL MANHIOLE DETAILS. SPECIFICATION REFERENCE SANITARY SEWER MANHOLE ROAD AND BRIDGE STANDARDS REVISION DATE SHEET 1 OF VRGINIA DEPARTMENT Or TRANSPORTATION ^.I 2016 ROAD & BRIDGE STANDARDS 4%" GOREDWF4G-1 CAST IRON COMER IS BARS . 6' C-C TYP- 43 BARS W aptTrp, A A II} ` I I I I I I •� TT TT�..'�: PLAN w�rwnc�ss VARIES PLAN 'H CLASS AJ CONCRETE CLASS A3 CONCRETE SECTION A -A SECTION B-B NOTES: L THE STANDARD SAFETY SLAB FSL-n S TO BE USED ONLY WHEN SPECIFIED W THE FILES ON THE DRAINAGE SUMMARY SHEET AND/OR ONE DRAINAGE DfSCRRTION, FOR NANNOLES. ANINLETS WITH NT THAN 1 P JUNCTION BOXES. D DROP IEIC 5 GREATER 2 FEET, THE SPACING OF ADJACENT SAFETY SLABS SHALL BE B' TO ,I' WITH NO SAFETY $LIB LOCATED WREN 6 FEET OF THE TOP OR BOTTOM OF THE STRUCTURE. SAFETY SLABS SHALL NOT BE LOCATED BELOW ANY INLET PRE OF 30" DIAMETER OR GREATER, 2, THE COST OF THE SL•t 15 INCLUDED N THE COST DE THE STRUCTURE. SEE CAST N PLACE DRAWINGS FOR FURTHER DETAILS S. ACCESS OPENINGS ARE 70 BE STAGGERED FROM ONE SIDE OF STRUCTURE TO THE OTHER WHERE APPLICABLE. STEPS ARE TO BE STAGGERED ACCORDINGLY. R 5 BARS I B" C-C TAP, 4. SAFETY SLAB MAY BE CAST -IN -PLACE OR PRECAST. CAST -IN -PLACE CONCRETE TO BE CLASS A3 (3000 P.SI). PRECAST CONCRETE IS TO BEM (4000 PSI). RENFORCMC ", STEEL 70 BE IN ACCORDANCE WITH AASH70 N31, .• ;�,, ,; , ,;y�;,;R.,;. 5. LESSSTRiN OPENINGS �SSOOPEH�NN6 SNN'iRL BERECTANGULARRECT�uI�FSTRIq�Tu� WOTHNBYB 30" LONG). TYPICAL PRECAST UNIT TYPICAL CONCRETE SAFETY SLAB FOR DROP INLETSF LkE FE.RENCEN nrlRRID05 EDMD$ MANHOLES AND JUNCTION BOXES SHEET , of , ISYIsIDN HATE 302 106.14 VRNiHIA DEPARTMENT Of TRANSPORTATION 2016 ROAD & BRIDGE STANDARDS C 2016 ROAD & BRIDGE STANDARDS SHAPE TO CONTOUR OF PRE -LID NUMBER •'S'• ABM. ADAPTOR WITH PLUG {.11. WIN.� ARTY D-2661 SOED1lE 40 OR WING -MIT PLUG DGN Ti DIAMETER SHALL BE SPECIFE ON THE AN S NOTES: 1. OEMWT MAY ALSO BE MIST WITH NCH BODY SCREW WITH BRASS PLUG NO ONE NOR OF LEAD FIGURED IN PLACE & COOKED TM NSDE & OUTSIDE EDGE. 2. CLEAMOUT SHALL BE SUTMLY &LARD WITH 2^ . 4^ CROSS PIECE EXTENDED OYER M HAVING SULD BEARING AT LEAST ONE Pool OR EAOR SEE O OHOH 3. OLEANOUT WYE MD RISER SKULL BE CONSTRUCTED OF THE SAME MATERIAL AS THE MAN UNLESS OTHERWISE SPECIFIED. TYPE "A" STANDARD VB-I TYPE "C' FRAE AND COVER DIAMETER SHKL W SPECIFIED ON THE PLANS. PIPE $HALL TEND BE YOND CLEANDUT BOX BEFORE BEING PL"M.F AWHCMLE. NOTES: 1. CAST NON FRAME AND COVER SHALL BE SUFFICIENTLY TRUE TO A PLANE SURFACE, SO THAT TOPS WILL NOT ROCK, 2. CLEMOUT WYE AND BASER SHALL BE CONSTRUCTED OF THE SAE MATERIALS AS THE YAM ULESS OTHERWISE SPECIFIED. TYPE "B" ROAD ND BRIDGE `9Z=STANOAO- SEWER CLEANOUT REFERENCE SHEET I OF I REVISION DATE 413,01 VAGINA DEPARTMENT O TRANSPORTATION 2016 ROAD & BRIDGE STANDARDS SHAPE TO ELEVATION OF MID -FONT OF LARGEST PIPE. I I I I I I pr OF OUTLETMAN TO INVERT PIPE SECTION A -A METHOD OF TREATMENT IN DROP INLETS RH / TO ENT OFF OUTLET PIPE MANHOLE OR DROP 11 IS TO BE FORMED AND CONSTRUCTED N ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL DRAWING. n THE INVERT 91APINo AS DETAILED MEREON 15 TO CONSIST OF A / V PORTLAND CEMENT CONCRETE MIX CONFORMING TO CLASS A3 OR / CLASS Cl. EXCEPT THAT 25X OF COARSE AGGREGATE MAY BE UP TO 4' N [NAME OR AND CONSIST OF STOII NITROGEN BRICK, BROKEN CONCRETE OR BROKEN CONCRETE BLOCK. THE SURFACE 1 - SHALL HE LEFT SMOOTH BY MEALS OF HIND TROIELLING. MORE I OF THE COARSE AGGREGATE SMALL REMAIN EXPOSED. ' PURPOSES OF INVERT SHMPN. AS SHOWN HEREON NE FOR EXAMPLE PUPOSES ONLY. EACH PIN AS OR DROP EON 6 TO F BE SNIPED DMDUALLY TO BEST FIT THE PARTICULAR FILET AND OUTLET CONFIGURATION NO FLOW LINES. SECTION B-B PLAN METHOD OF TREATMENT IN MANHOLES ROM MO BRIDGE STANDARDS STANDARD METHOD OF SHAPING �RE�IC TERN SHEET 1 OF 1 REVISION DATE MANHOLE & INLET INVERTS 302 106.08 YRCRRA DEPARTMENT OF TRANSPORTATION 2016 ROAD & BRIDGE STANDARDS m r 7U o 1� m W O Z zael p (0 �Ya 2 J H 01 g Q Ed J Q TO �N > J = Qyi OU ¢Of) In a-Z C) wa O co W 0 � W Oa 2IT: 2 Q JZ a0 Z Q co >CO N LB (5 O CE (E p 7 Q 4' W N W Q co ­1> O /1 U FW) W a } n > _ W O AL/ ) 0 Fil ELL Ir Q NA = rn O Z O K U w C] w Q 0 50 OZ W N H Z O O Z O w Q 0 U d a w a c-I W N Q CO O OL DESIGNED BY:l MSK DRAWN BY: I MSK 'CHECKED BY: I JLT SPVT H OF. `%,cf2 U �7 9 Jimmy L. Taggart LID. No. A� 22841 44 OFEssl ONAL E�C'l�'Fv W I- > z LU LLI m m , a C) T Q J T Lu Q r CE w m W Q cr J Q a-zco ao CO w NQ� w (.0 Co z CD c5 a�0 Z a0 z 0 X 0 QU Q X 0 �w 0 ~� L1Jz04 - � z0 Up E- W cr 1--Q -i Z Q 0 o C LI a o L06 w in LI < L M Q W O DATE: 0217 2021 SCALE: AS SHOWN JOB: 20.2102 SHEET: 7 OF 7