8" SAN FDC SHC WHC FH 6"W FDC FDC 6"W 8" SAN 8"W 10" W 8" W 8"W 8"W 8"W 8"W 8" SAN FH FH WATER 4"S 8"W FH FH WATER 8"S WHC 8"W 6"W FH 8" SAN 8"S 8"S 8"W 8"W WSSC ESMT WSSC ESMT WSSC ESMT WSSC ESMT WSSC ESMT WSSC ESMT WSSC ESMT WSSC ESMT 8"S 8"S 6" W 2"W 10" W 10" W 2000 SF FUTURE BIKE FACILITY (BY OTHERS) E E G VAN VAN VAN VAN VAN MC MC PUBLIC 15" HDPE PUBLIC 42" RCP PUBLIC 30" HDPE PUBLIC 30" HDPE PUBLIC 30" HDPE 30" HDPE PUBLIC 15" HDPE PUBLIC 15" RCP PUBLIC 15" RCP PUBLIC 15" HDPE PUBLIC 15" HDPE 1.00% 1.00% I 458 15" HDPE 15" HDPE 15" HDPE 18" HDPE 15" HDPE 18" HDPE 15" HDP 24" HDPE 15" HDP 24" HDPE 15" HD 24" HDPE 24" HDPE 15" HDPE 24" HDPE 18" HDPE PRIVATE 15" HDPE PRIVATE 30" HDPE PRIVATE 30" HDPE 15" HDPE 15" HDPE 15" HDPE 15" HDPE 15" HDPE 12" HDPE 12" HDPE 15" HDPE 12" HDPE 12" HDPE 12" HDPE 6" PVC 15" HDPE 15" HDPE 15" HDPE 12" HDPE 12" HDPE 12" HDPE 24" HDPE 15" HDPE 24" HDPE 24" HDPE 15" HDPE 12" HDPE 12" HDPE 12" HDPE 12" HDPE 12" HDPE 12" HDPE 12" HDPE 15" HDPE 15" HDPE 15" HDPE 15" HDPE 15" HDPE 24" HDPE 24" HDPE 30" HDPE 30" HDPE 30" HDPE 30" HDPE 30" HDPE 15" HDPE 12" HDPE 12" HDPE 24" HDPE 15" HDPE 24" HDPE 15" HDPE FFE = 506.67 1.5% 2% 2% 2% FFE = 507.5 2% 4.8% HP HP FFE = 508.67 S=507.0 1.3% 2.0% LP 5R 5R 4R 5R bw HP HP HP 7R S=507.33 S=507.67 S=507.67 S=507.67 S=507.67 S=508.0 S=508.0 S=508.33 S=508.67 S=509.0 S=509.0 FFE = 507.67 2% tw 3R HP 2.3% 3R [email protected]" 6R [email protected]" 2R@6" [email protected]" [email protected]" FFE = 508.67 HP 2R 2% 2% 1.0% 3.0% 1.6% 2% HP 3.8% tw [email protected]" 5R 3R@6" 5R 7R 4.8% 3R 4.4% bw bw tw tw tw 1% 2.5% 2.5% 6R 5R 2% 2.5% 2% 2% 1.7% 2R 1.3% 2.5% 2.5% 2.5% 500 1.0% 506 508 510 514 516 512 506 498 500 500 502 508 502 504 506 506 496 498 502 504 506 500 500 504 502 504 498 506 502 506 508 506 506 506 506 504 502 506 508 506 506 506 506 504 502 500 498 498 500 506 506 504 504 508 506 504 504 502 502 502 500 500 506 498 498 506 506 504 502 510 514 518 506 506 508 508 504 506 506 506 506 506 514 506 504 514 512 514 512 514 512 508 514 512 510 514 514 504 502 502 500 500 504 504 506 504 508 508 512 512 512 514 514 3% 3'R 3'R 3'R 23'R 3'R 3'R 3'R 3'R 3'R 3'R 3'R 3'R 28'R 3'R 3'R 3'R 3'R 3'R 3'R 20' 22' 22' 20' 22' 25'R 25'R 30'R 30'R 30'R 40'R 90'R 15'R 30'R BLDG. HEIGHT = 15'± ONE STORY EXISTING BUILDING #6 (TO REMAIN) 49,420 SF OFFICE USE EXISTING PARKING (TO BE RESTRIPED) PROPOSED BUILDING "A1" 80,765 SF RESIDENTIAL USE BLDG. HEIGHT = 80' PROP. WHEEL STOP BIO-BOX SWIMMING POOL W/ SUN SHELF PROP. POTOMAC EDISON ACCESS EX. SD EX. SD PROP. 5' SIDEWALK ENTRY FEATURE (SEE LANDSCAPE DRAWINGS) PROP. 7' SIDEWALK DIRECTIONAL SIGN 20' 20' SPECIMEN EX. TREE TYP. 50' HOA EX. GRAVEL PROP. 5' S/W POTOMAC EDISON ESMT 11.78' 24.50' 20.5' PRIVATE STREET A CENTURY BLVD. BENCH TYP. R/W 25'R 9' 20.5' 7' 11.5' 8' 22' L=22.731 R=106.490 N31° 49' 37.40"W, 1.715' N31° 49' 37.40"W, 27.585' L=21.615 R=98.750 N70° 40' 07.60"W, 602.712' BTA 30' BTA 30' 232.00' HVAC PRIVATE STREET B BIO-BOX BIO-BOX BIO-BOX BIO-BOX 3'R 3'R 3'R 25'R 3'R 28'R 28'R N70° 33' 08.22"E, 651.750' N19° 26' 29.37"W, 483.005' EX. SD 3'R 3'R 5'R 5'R 28'R 3'R 5'R 5'R 5'R 5'R 3'R 25'R 15'R 3'R 2'R 15'R 15'R 20'R 25'R 3'R 3'R 30'R 3'R 3'R 3'R 10'R 3'R 15'R 25'R 25'R 3'R 5'R 5'R 5'R 5'R 3'R N70° 33' 30.63"E, 602.366' N19° 26' 29.40"W, 376.070' 10' P.U.E. P.U.E. 10' P.U.E. N70° 33' 30.63"E, 602.366' N70° 33' 30.63"E, 604.282' N70° 33' 30.63"E, 604.282' N70° 33' 30.63"E, 663.323' PROPOSED BUILDING "A2" 126,590 SF RESIDENTIAL USE BLDG. HEIGHT = 80' PROPOSED BUILDING "A3" 82,429 SF RESIDENTIAL USE BLDG. HEIGHT = 80' PROP. 5' SIDEWALK 20' POTOMAC EDISON ESM'T PROPOSED BUILDING "A4" 51,901 SF RESIDENTIAL USE BLDG. HEIGHT = 75' PROPOSED BUILDING "A5" 90,826 SF RESIDENTIAL USE BLDG. HEIGHT = 75' 20' 9' 9' 9' 9' 20' 18' 9' PROP. 6 SPACE GARAGE MAINT. CONCRETE POOL DECK PROP. 4' SIDEWALK (6) SHORT TERM BIKE SPACES 55 BIKE SPACES (INTERNAL) 4 BIKE SPACES (INTERNAL) 4 BIKE SPACES (INTERNAL) 4 BIKE SPACES (INTERNAL) 4 BIKE SPACES (INTERNAL) 4 BIKE SPACES (INTERNAL) EX. TREE TO REMAIN (TYP.) BIO FILTER BIO FILTER DIRECTIONAL SIGN DIRECTIONAL SIGN DIRECTIONAL SIGN MOTORCYCLE PARKING SPACES MOTORCYCLE PARKING SPACES EX. 5' SIDEWALK (ADA COMPLIANT) PROP. 5' SIDEWALK PROP. 5' SIDEWALK PROP. 8' SIDEWALK PROP. 5' SIDEWALK PROP. 5' SIDEWALK PROP. 6' SIDEWALK BIOSWALE BIOSWALE EX. 5' SIDEWALK (ADA COMPLIANT) PROP. 7' SIDEWALK PROP. 7' SIDEWALK PROP. 5' SIDEWALK PROP. 7' SIDEWALK JUNIOR HALF BASKETBALL COURT (SEE LANDSCAPE DRAWINGS) 3'R 3'R 5'R 3'R 3'R 3'R 3'R 3'R 2'R PROP. 5 SPACE GARAGE 2'R 2'R 3'R 3'R 10' P.U.E. 3'R 3'R 3'R 3'R 3'R PROP. ROCKS PROP. ROCKS SIDEWALK RAMPS 5' MIN. WIDTH AND ADA COMPLIANT PROPOSED CONNECTION TO EX. STORM DRAIN BIOSWALE BIOSWALE FH PASS THRU INLET (TYP) BIOSWALE ACCESS ESMT. GENERATOR EX. SIDEWALK PROP. LOADING SPACES 10'R 5'R 20' 20' 20' 20' 20' 20' 20' 20' 20' 20' 20' 5'R 5'R 10'R 5'R PASS THRU INLET (TYP) ROW ROW PROP. 8' SIDEWALK (Fire Access) (Fire Access) SIDEWALK RAMPS 5' MIN. WIDTH AND ADA COMPLIANT 3'R 3'R 175.62' 12.86' PROP. LOADING DOCK 4 BIKE SPACES (INTERNAL) 4 BIKE SPACES (INTERNAL) TRASH COMPACTOR (SEE SHEET A-17) POSSIBLE / POTENTIAL BIKE SHARE STATION (SEE NOTE 3) CLOVERLEA CENTER DRIVE SCREEN FENCE (SEE DETAIL 3B ON SHEET L-15) ON PROPOSED CATEGORY 1 FOREST CONSERVATION EASEMENT MATCH - LINE (SEE SHEET SP-8) MATCH - LINE (SEE SHEET SP-6) MATCH - LINE (SEE SHEET SP-9) PROP. 7' S/W PROP. 5' SIDEWALK PROP. 7' SIDEWALK PROP. 5' SW PROP. 5' SW PROP. 7' S/W PROP. 5' SW 66.25' 55' PROP. 5' SW EX. ABOVE GOUND STORAGE TANK PROP. TRASH ENCLOSURE BIO-BOX BIO-BOX BIO-BOX Site Plan Feet 0 30 60 1" = 30' SP-06 SP-07 SP-08 SP-09 SP-10 # 82003007D NOTE: -The Planimetric information shown on this plan is based in part on copyrighted GIS Data from M-NCPPC, and may not be copied or reproduced without express written permission from M-NCPPC. -All curb radii are 5' unless specified on plan. -All private streets shall be built to Montgomery County tertiary roadway standards and specifications. INITIAL SUBMISSION 7.10.2015 FINAL SUBMISSION 7.29.2015 DRC AMENDED SUBMISSION 10.06.2015 DRC AMENDED SUBMISSION 11.11.2015 CERTIFIED SITE PLAN 7.11.2016 EXISTING CONTOURS EXISTING TREELINE EXISTING BUILDING EXISTING SANITARY SEWER EXISTING WATER LINE PROPOSED CONTOURS PROPOSED SIAMESE CONNECTION BOUNDARY LINE R/W DEDICATION EXISTING CURB & GUTTER PROPOSED PAVING EXISTING CABLE T.V. EXISTING GAS EXISTING TELEPHONE EXISTING ELECTRIC PROPOSED CURB & GUTTER EXISTING TRAFFIC SIGNAL PROPOSED STORMWATER PROPOSED SANITARY SEWER PEDESTRIAN ENTRANCE PROPOSED STREET LIGHTS PLANTING AREA PROPOSED LANDSCAPE LIGHTING PROPOSED BENCH PROPOSED WASTE RECEPTACLE EXISTING EDGE OF PAVEMENT EXISTING STORM DRAIN EXISTING OVERHEAD ELECTRIC EXISTING TRAFFIC SIGNAL EXISTING UTILITY POLE EXISTING PEPCO POLE EXISTING GUY WIRE EXISTING LAMP POST EXISTING LIGHT POLE EXISTING ELECTRIC MANHOLE EXISTING TELEPHONE MANHOLE EXISTING SANITARY MANHOLE EXISTING WATER MANHOLE EXISTING TELEPHONE VAULT EXISTING FIBER OPTIC EXISTING STORM DRAIN STRUCTURE EXISTING GAS VALVE EXISTING ELECTRIC VAULT EXISTING WATER VALVE EXISTING CLEANOUT PROPOSED BUILDING PROPOSED EDGE OF PAVEMENT MANAGEMENT PROPOSED WATER PROPOSED CABLE T.V. PROPOSED GAS LINE PROPOSED TELEPHONE PROPOSED FIBER OPTIC PROPOSED ELECTRIC PROPOSED LIMITS OF DISTURBANCE PROPOSED TAP HOLE PROPOSED SWM MANHOLE PROPOSED SEWER MANHOLE EXISTING FIRE HYDRANT PROPOSED WATER VALVE PROPOSED FIRE HYDRANT PROPOSED BRICK PAVERS PROPOSED PLANTING PITS EXISTING WATER METER EXISTING PLANTING PITS PROPOSED EXISTING LEGEND (Typical All Sheets) E X I S T I N G S T O R M D R A I N M A N H O L E E X I S T I N G E L E C T R I C A C E S S P A N E L PROPOSED SWM BIOFILTER BOX (TYP) E PROPOSED 6' X 8' X 7' ELECTRIC SWITCH VAULT PROPOSED 6' X 8' X 7' ELECTRIC VAULT PROPOSED 3Ø ELECTRIC JUNCTION PROPOSED 3Ø TRANSFORMER PROPOSED 1Ø TRANSFORMER PROPOSED SECONDARY ELECTRIC PEDESTAL PROPOSED ELECTRIC METER NOTES 1. THE APPLICANT MUST ALLOW ACCESS TO THE POOL FACILITIES TO ALL FUTURE RESIDENTS OF THE DEVELOPMENT, LIMITED TO TOWNHOUSE, TWO-OVER-TWO, AND MULTI-FAMILY RESIDENTIAL UNITS APPROVED UNDER THIS PLAN. 2. FINAL LOCATION OF ELECTRICAL UTILITIES TO BE DETERMINED BY POTOMAC EDISON. ADEQUATE MIX OF EVERGREEN AND DECIDUOUS PLANT MATERIAL WILL BE PROVIDED TO SCREEN SUCH UTILITIES. 3. FINAL BIKE SHARE LOCATION TO BE DETERMINED IN COORDINATION WITH MNCPPC, MCDOT AND CAPITAL BIKE SHARE. SITE PLAN AMENDMENT C 5.10.2017 2 REVISION DESCRIPTION: 1. 1. SWM bio-box relocated to parking lot median. 2. SWM bio-swales provided between Building A2 and Street A. 3. Boardwalk crossing provided at bio-retention swales. 4. Swimming pool rotated counter clockwise from previous proposed orientation. 2 SITE PLAN AMENDMENT D 7.18.2017 SCALE: 1" = 30' Feet SCALE DRAWING NUMBER DRAWING TITLE DATE PROJECT NUMBER KEY PLAN Preliminary Not For Construction CENTURY REVISIONS NO DATE DESCRIPTION ISSUE DATE DESCRIPTION N:\MD-Montgomery\Century\autocad\Plot Plans\Site Plan - Amendment D\07-BSITE-82003007D-SP-07.dwg SEAL & SIGNATURE CENTURY Professional Certification I hereby certify that these documents were prepared or approved by me, and that I am a duly licensed professional engineer under the laws of the State of Maryland, License No.13970, Expiration Date: 06-01-2018 P R O F E S S I O N A L E N G I N E E R S T A T E O F A M R L Y A N D N o . 1 3 9 7 0 R E G I S T E R E D F R A N K G . B O S S O N G , I V Owner / Developer: Elm Street Development 1355 Beverly Road Suite 240 McLean, Virginia 22101 703.734.5248 Attn: Doug Flanagan Legal: Lerch, Early & Brewer, Chtd. 3 Bethesda Metro Center Suite 460 Bethesda, Maryland 20814 301.657.0738 Attn: Patrick O'Neal Civil Engineering / Planning / Landscape Architect: Rodgers Consulting, Inc. 19847 Century Boulevard Suite 200 Germantown, Maryland 20878 301.948.4700 Attn: Ryan White Architecture: Lemay Erickson & Willcox 11250 Roger Bacon Drive Suite 16 Reston, Virginia 20190 703.956.5600 Attn: Jared Willcox Dry Utility: Richter & Associates 15685 Crabbs Branch Way Rockville, Maryland 20855 301.548.7475 Attn: John O'boyle 19847 Century Boulevard, Suite 200, Germantown, Maryland 20874 Ph: 301.948.4700 (Main), Fx: 301.948.6256, www.rodgers.com Site Plan Amendment 7/27/2017 12:20 PM July 2017 1178A Election District (No.2) Clarksburg, Montgomery County, Maryalnd Site Plan SP-07 ---- ---- ---- Cloverleaf Center - Parcels Z & AA #### ---- 2 2 2 2 2 2 2 2 2 2 2 2 2