MONTGOMERY COUNTY PLANNING DEPARTMENT THE MARYLAND-NATIONAL CAPITAL PARK AND PLANNING COMMISSION Pine Crest Elementary School Addition, Mandatory Referral, MR2195 MCPB Item No. Date: 12-2-18 Amy Lindsey, Planner Coordinator, Area 2 Division, amy.lindsey@montgomeryplanning.org, 31.495.2189 Nancy Sturgeon, Supervisor, Area 2 Division, nancy.sturgeon@montgomeryplanning.org, 31.495.138 Carrie Sanders, Chief, Area 2 Division, carrie.sanders@montgomeryplanning.org, 31.495.4653 Description Mandatory Referral to construct a two-story classroom addition, multi-purpose room expansion, and additional parking, with associated stormwater management. Completed: 12-12-18 Location: 21 Woodmoor Drive, Silver Spring, Maryland; Master Plan: 1996 Four Corners Master Plan; Zone: R-6; Size: 5.52 acres; Acceptance Date: October 25, 218; Applicant: Montgomery County Public Schools (MCPS); Review Basis: Mandatory Referral, MD Land Use Code 2-31. Summary Staff recommends approval to transmit comments to MCPS. The proposed project allows for increased classroom and core capacity by construction of an eight-room classroom addition and a multi-purpose room addition. The project is exempt from Chapter 22A, Forest Conservation Law. The Planning Board action on a Mandatory Referral is advisory.
RECOMMENDATIONS Staff recommends approval, with the following comments to be transmitted to MCPS: 1. MCPS should explore ways to increase the efficiency of the proposed additional parking areas, including the layout for the parent drop-off loop proposed by the Montgomery County Department of Transportation (MCDOT). 2. MCPS should evaluate ways to improve safety across the existing vehicular access points. 3. MCPS should reduce the driveway width and drive aisles of the surface parking lot and parent drop-off loop to be no more than 2 feet wide. 4. MCPS should tighten the curb radii to slow vehicle turning speeds across sidewalks traversed by students. 5. MCPS should work with the Parks Department to determine the feasibility of a ramp or other improvements to bring the path on park property into compliance with ADA standards. 6. MCPS should provide five (5) short-term bicycle parking spaces on site. 7. MCPS should provide two (2) weather-protected long-term vehicle parking spaces for staff use. 8. If MCPS proposes to use any part of park property for their construction entrance, a Park Permit will be required. 9. MCPS must apply for a permit for construction on park property prior to construction. 1. MCPS should provide the following details on Park permit plans: a. Provide retaining wall and footing details with respect to the adjacent property line to Park Development. b. Show spot grading of the new connector concrete sidewalk (shown on park property) to indicate maximum longitudinal slope of 4.5 percent and cross slope of 1.5 percent. (Note: A landing must be provided where the new sidewalk meets the asphalt path on park property. Landing must not exceed 1.5 percent in any direction.) c. Indicate how runoff from school property is contained and adds no impact on park property. d. Show how proposed grading shall not alter flow patterns of drainage swales. e. Further comments will be provided once full site plans and details are provided to Park Development for review. INTRODUCTION This report is staff s review of the Mandatory Referral for the construction of an eight-room classroom addition and a multi-purpose room addition, submitted by Montgomery County Public Schools (MCPS) pursuant to the Maryland Land Use Article, Section 2-31. The Planning Board action on a Mandatory Referral is advisory. Site Description Pine Crest Elementary School ( Subject Property or Property outlined in red in Figure 1) is located at 21 Woodmoor Drive, north of University Boulevard and east of Colesville Road in Four Corners. The Property is within the boundaries of the 1996 Four Corners Master Plan. The Property fronts on Woodmoor Drive to the south and St. Lawrence Drive to the east. To the north is Pinecrest Local Park. Single-family houses border the Property on the west and confront the Property on both Woodmoor Drive and St. Lawrence Drive. Vehicular access is solely from Woodmoor Drive. 2
Figure 1: Site and Vicinity Pine Crest Elementary School was built in 1941 and was originally 5,656 square feet in size. Multiple additions were built over the years and in 1992, the school was renovated into a 53,778 square foot facility. Pine Crest Elementary School is paired with Montgomery Knolls and serves grades 3 through 5. It is part of the Downcounty Consortium. Currently, the Pine Crest Elementary School has a program capacity of 44, with an enrollment of 471. There are five relocatable classrooms and 56 parking spaces. Project Description The proposed addition is a two-story, steel-framed structure with brick veneer over concrete masonry block exterior walls. The addition is located on the back (north side) of the building and has two corridor connections at the first and second floor that create a circulation loop around a newly created courtyard. (See Figures 2 and 3.) The addition contains four classrooms, a dual-purpose classroom and 3
an instrumental music room on the first floor, and four classrooms on the second floor. The multipurpose room will be expanded towards the back (north side). Figure 2: Northwest section The school capacity for Pine Crest Elementary School will increase to 588 students with the addition of eight standard classrooms, one instrumental music room and one dual purpose room. The addition will also include multiple support spaces and an expansion of the multipurpose room. The expansion of the multipurpose room will bring the core capacity up to 64 students. The addition will help alleviate overcrowding at neighboring Forest Knolls Elementary School. Figure 3: Proposed Site Plan 4
There are two areas of additional parking proposed, to the east and west. The western parking area is connected to existing parking by a connecting drive aisle. This design could be more efficient through the elimination of the connector and creating a seamless continuation of the existing parking. The eastern parking can be redesigned to create a larger parent drop-off loop, as proposed by Montgomery County Department of Transportation (MCDOT) (Attachment 3). MCDOT has proposed an extended parent drop-off loop with parking stacked in the interior, as shown in Figure 4. This proposal creates additional parent drop-off queuing and maintains a comparable number of spaces. Figure 4: MCDOT proposal ANALYSES Conformance to Development Standards The property is zoned R-6. The proposed project was analyzed for conformance with the applicable development standards, as shown in Table 1. While the site coverage and rear setback do not conform to the standards of the R-6 zone, as shown in Table 1, this is due to the park/school relationship with neighboring Pinecrest Local Park. Pinecrest Park provides play fields for Pine Crest Elementary School. 5
Table 1: Applicable Development Standards R-6 Zone Development Standards Required Provided Minimum Tract Area: 6, sq. ft. 24,237 sq. ft. (5.52 (59-4.4.9 Residential R-6 Zone) ac.) Maximum Lot Coverage 35% 36% 1 Minimum Principle Building Setbacks Front Setback 25 114 Side Setback 8 63 Rear Setback 2 1 2 Maximum Building Height 35 35 Parking N/A 97 teachers and visitors including 4 ADA parking spaces Master Plan Pine Crest Elementary School is located within the 1996 Four Corners Master Plan. The master plan identifies Pine Crest Elementary School as an existing community facility within the plan area and identifies the following goal for community facilities: Provide community facilities to meet the human service, recreation, security, educational, and other needs of the community. The Master Plan has no specific recommendations for Pine Crest Elementary School. Neighborhood Compatibility The proposed development, including its size, shape, scale, height, arrangement and design structure, is compatible with the surrounding neighborhood and properties. The portions of the site that are adjacent to residential development have landscaped buffers, and the proposed structures meet all setback and height requirements of the R-6 Zone. Parks Issues Pine Crest Elementary School was developed in conjunction with Pinecrest Local Park and uses the park s playing fields during school hours. Minor disturbance is proposed on Park property for the construction of a pedestrian connection and associated grading. The Applicant met with M-NCPPC Parks Department staff and has worked to address any concerns. Comments from Parks Department staff have been incorporated into this memo in the Recommendations section above, for transmittal to MCPS. Transportation School Location and Vehicular Access Points The Applicant proposes to maintain the existing access points on Woodmoor Drive. While the number of curb cuts is excessive to serve a single site, the multiple access points improve the efficiency of bus and parent pick-up and drop-off operations. The easternmost curb cut will provide access to the newly 1 Increased lot coverage due to the park/school nature of the development. 2 Decreased setbacks due to the park/school nature of the development. 6
proposed surface parking lot. The two interior curb cuts will continue to facilitate one-way bus operations, and the westernmost curb cut will provide one-way circulation for pick-up and drop-off locations and access to proposed surface parking spaces. Per Article 59-6, Section 6.1.3(A)(2), uses should limit vehicle access across primary pedestrian, bicycle, or transit routes where feasible. Because of the nature of the use, staff recommends that MCPS evaluate ways to improve safety across the existing vehicular access points. While wider curb radii and driveways are necessary for bus operations, MCPS should reduce the driveway width and drive aisles of the surface parking lot and parent drop-off loop to be no more than 2 feet wide. Additionally, the curb radii could be tightened to slow vehicle turning speeds across sidewalks traversed by students. Pedestrian and Bicycle Facilities The internal sidewalks proposed meet ADA standards. A new sidewalk extending from the rear of the building addition and hardscaped play area includes a ramp to address changing grades. This proposed sidewalk links to an existing pedestrian facility spanning the extent of the site, providing access between Hillmoor Drive and St. Lawrence Drive. As shown in Figure 5, the western link extending from Hillmoor Drive uses stairs to address the site s grade changes; however, no convenient path is available for individuals with mobility impairments. MCPS should work with the Parks Department to determine the feasibility of a ramp or other improvements to bring the path into compliance with ADA standards. Figure 5: Location of Existing Rear Stairs Currently, the site frontage contains four (4) curb cuts, which degrade the pedestrian experience along Woodmoor Drive. The existing curb cuts each have ramps and marked crossings; however, the ramps lack detectable warning strips and, as such, are not ADA compliant. If the site were to have been developed today, staff would recommend that a concrete sidewalk be carried across the drive aisles, flush with the grade of the existing sidewalk, thereby negating the need for curb ramps. MCPS should evaluate the potential to reconstruct the entryways to provide a continuous flush sidewalk, or at the very least, retrofit the existing curb ramps with detectable warning strips. 7
There are no master-planned bicycle facilities adjacent to the site. To accommodate those who travel to the school on a bicycle, MCPS should ensure that no fewer than five (5) short-term bicycle parking spaces are provided on the site. This number represents approximately five (5) percent of the existing and proposed vehicle parking spaces shown on the Applicant s plans. Additionally, MCPS should provide a location to accommodate at least two (2) weather protected long-term vehicle parking spaces to accommodate staff who choose to commute to the site by bicycle. Local Area Transportation Review Consistent with existing policy, MCPS submitted a transportation study to review the impact of the net increase of 165 students on the local area s transportation network. Rather than employ ITE to develop trip generation assumptions, driveway counts were taken at the existing school. Table 2 below shows the morning and afternoon trips generated by the existing 475 students during peak morning and evening hours. Table 2: Existing and Proposed Trip Generation Trip Generation - Existing & Proposed AM PM In Out Total In Out Total Existing Trips (475 students) 133 18 241 57 98 155 Subsequent Trip per Student Rate.28.23.51.12.21.33 Additional Proposed Trips (165 students) 46 38 84 2 35 55 Total Anticipated Trips (64 students) 179 146 325 77 133 21 The school falls within the Kensington/Wheaton Policy Area, which has an intersection congestion acceptability standard of 8 seconds of delay per vehicle. Table 3 below illustrates the results of the delay analyses for the six intersections that were studied. As shown in the table, the additional students have minimal impact on the transportation network. It should be noted that the future analysis scenario assumes that background traffic from approved but unbuilt developments will only impact two intersections (University Boulevard/MD 193 at Williamsburg Drive and University Boulevard/MD 193 at Lexington Drive), and that signals are optimized at these two intersections, which accounts for the slight reduction of delay. While it is atypical to optimize intersection signals in non-mitigation scenarios, each intersection analysis suggests that each intersection will operate well below the 8 second standard. Table 3: Delay Analyses, Existing and Future Conditions AM PM Delay (average seconds per vehicle) Existing (475 students) Future (64 students) Existing (475 students) Future (64 students) MD 193 & Williamsburg Drive* 26.5 2.9 22.1 16.7 MD 193 & Lexington Drive* 45.9 45.6 38.9 39.6 St. Lawrence Drive & Woodmoor Drive 6.3 7.1 7. 8.2 Woodmoor Drive & Parent Loop 5.2 5.4 4.4 4.8 Woodmoor Drive & Bus Loop 1. 1.1.6.8 Woodmoor Drive & Rockdale Drive 7.7 7.8 7.9 8.1 *Impacted by background traffic from approved but unbuilt intersections. 8
Environmental Analysis Environmental Guidelines Staff approved a Natural Resource Inventory/Forest Stand Delineation (NRI/FSD No. 421949E) for the school site on October 17, 218. There are no forests, streams, wetlands, floodplains, or environmental buffers on the site. The site lies in the Northwest Branch watershed and is outside of any Special Protection Areas. The proposed project is in compliance with the Environmental Guidelines. Forest Conservation The proposed project is subject to the Montgomery County Forest Conservation law (Chapter 22A of the Code) but has received an exemption from Article II from the requirements of preparing a forest conservation plan under Section 22A-5(t). This exemption covers an activity that clears no more than 5, square feet of forest, does not affect any forest in a stream buffer, or property located in a special protection area, which must submit a water quality plan and does not require approval of a new subdivision plan. Stormwater Management The Montgomery County Department of Permitting Services (DPS) approved a stormwater management concept plan on November 8, 218 (Attachment 4). Community Notification MCPS has coordinated with parents, neighbors, and school staff and had work sessions on May 24, 218, June 6, 218, and September 18, 218. On December 7, 218, staff sent out notifications regarding the Mandatory Referral plan review and the scheduled Planning Board date. Attachments 1. Site plan 2. Landscape plan 3. MCDOT letter 4. DPS letter 9
ATTACHMENT 1 R-6 ZONE DEVELOPMENT STANDARDS EXISTING PARCEL AREAS: 5.52 ACRES PROPOSED RIGHT OF WAY DEDICATION: S.F. OR. ACRES PROPOSED PARCEL AREAS: UNCHANGED ZONING CLASSIFICATION: R-6 - RESIDENTIAL, DETACHED EXISTING USE: MCPS MIDDLE SCHOOL PROPOSED USE: MCPS MIDDLE SCHOOL TAX MAP: JP562 WSSC MAP: PR MUL OPOS ED TI-P U FIEL RPOSE 25' D X 18 ' 212NE1 2. BOUNDARY INFORMATION WAS PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT. MIN. LOT WIDTH AT FRONT BLDG. LINE: 59-4.4.9.1 6 FEET 693 FEET 3. WATER AND SEWER CATEGORIES ARE W-1 AND S-1, RESPECTIVELY. 25 FEET 781 FEET 4. THE PROPERTY IS ZONED R-6. THE EXISTING LAND USE A PUBLIC ELEMENTARY SCHOOL. MIN. LOT WIDTH AT FRONT LOT LINE: 59-4.4.9.1 5. THE SITE IS WITHIN THE FOUR CORNERS MASTER PLAN FRONTAGE ON STREET OR OPEN SPACE: 59-4.4.9.1 REQUIRED UNCHANGED 6. A NATURAL RESOURCES INVENTORY MAP/FOREST STAND DELINEATION PLAN (#421949E) WAS SUBMITTED FOR THIS PROPERTY ON SEPTEMBER 21, 218. MAX. DENSITY: 59-4.4.9.1 7.26 UNITS/ACRE N/A 7. A STORMWATER MANAGEMENT CONCEPT PLAN (SM#284227) HAS BEEN SUBMITTED TO MCDPS FOR REVIEW. MAX. COVERAGE: 59-4.4.9.1 35% 36% 8. THE SITE IS TRIBUTARY TO THE NORTHWEST BRANCH WATERSHED. THE STATE OF MARYLAND HAS DESIGNATED THIS WATERSHED AS CLASS IV WATERS. MIN. FRONT SETBACK: 59-4.4.9.2 25 FEET 114 FEET 9. THE SITE LIES ENTIRELY WITHIN ZONE X, AREAS OF MINIMAL FLOODING, AS ESTABLISHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA). NATIONAL FLOOD INSURANCE PROGRAM, FLOOD INSURANCE MAP RATE, COMMUNITY PANEL NO. 2431CO37D. MIN. SIDE SETBACK: 59-4.4.9.2 8 FEET 63 FEET SUM OF BOTH SIDES: 59-4.4.8.2 18 FEET 292 FEET MIN. REAR SETBACK: 59-4.4.8.2 2 FEET 1 FEET MAX. BUILDING HEIGHT: 59-4.4.8.2 35 FEET 35 FEET (APPROX) 1. THE SITE IS NOT WITHIN A SPECIAL PROTECTION AREA (SPA) 11. THIS PLAN IS NOT FOR CONSTRUCTION PURPOSES. 12. REFER TO THE DEVELOPMENT STANDARDS TABLE FOR ZONING STANDARDS SUCH AS SETBACKS, BUILDING RESTRICTION LINES AND LOT COVERAGE. 13. SERVICING UTILITY COMPANIES INCLUDE: WATER & SEWER: WSSC NATURAL GAS: WASHINGTON GAS ELECTRIC: PEPCO TELEPHONE: VERIZON 15" R-6 ZONE DEVELOPMENT STANDARDS CONT. STABILIZED CONSTRUCTION ENTRANCE RELOCATED STORM DRAIN NEW STORM DRAIN MANHOLE NEW STORM DRAIN MANHOLE D CONCRETE SIDEWALK NEW MSE RETAINING WALL WITH SAFETY RAILING 4" WIDE TRENCH DRAIN AROUND PAVED PLAY AREA RELOCATED STORM DRAIN CONCRETE RAMP WITH ASSOCIATED RETAINING WALLS AND SAFETY RAILING 322 122326 318 124 R15.5 65.' 97 SPACES MIN. LOADING SPACES: 59-6.2.8 N/A1 / 1 SPACE ACCESSIBLE PARKING: COMAR 5.2.2 4 SPACES 4 SPACES LANDSCAPED AREA: 59-6.2.9.C.1 5.% UNCHANGED MIN. TREE CANOPY COVERAGE: 59-6.2.9.C.2 25% UNCHANGED MIN. LANDSCAPE STRIP (PERIMETER): 59-6-2.9.C.2.A 1 FEET UNCHANGED MIN. LANDSCAPE STRIP (ADJ. TO ROW): 59-6.2.9.C.2.B 6 FEET UNCHANGED 5.5' 5.5' 26.26 26.79 4.7' 1) RELOCATED STORM DRAIN MINIMUM PARKING AND LOADING REQUIREMENTS NOT REQUIRED FOR PUBLIC EDUCATIONAL INSTITUTIONS EXTERIOR STAIR 27. 17.5' 27.7 R15.5 18.5' 31.' R4 R4 1.' 17.5' 18.5' R15.5 33. 28. 28.34 3. FFE=332.79 BUILDING ADDITION TRANSITION FROM 1' TO 6' VINYL COATED CHAIN LINK FENCE FFE=332.79 4" S PVC PROPOSED PAVED PLAY AREA 11,97 SF LEGEND 332.69 332.69 33.1 3.1 FFE 33.79 65.' 1' REAR SETBACK 28.34 29. FFE 33.79 R4 8.' 35.' 31.' 8.' 1.' PVC SEWER CLEANOUT 27.8' 5.' N/A1/ 2.' 8" S RELOCATED SEWER LINE 28.3' 3.' 312 314 316 318 32 322 326 2.' MIN. PARKING SPACES: 59-6.2.8 NOTES: 5.5' 17.5' 13 PROVIDED PER THIS PLAN PROPERTY LINE 24. 18.5' LIMIT OF PERMITTED / REQUIRED 5.' 322 36.' 1.' R4 1.' 5.5' 13.' R4 31.' 35.' R4 8.' 31.' 8.' 1.' PARKING & LOADING: LIMIT OF 16.5' R15.5 18.5' NEW HEADWALL R1 13.' 2.' 33. 17.5' NEW SEWER MANHOLE 326 322 32 33. 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. Lic. No. 1695 Exp. Date. 4.21.22 HDPE ERT CULV LIMIT OF 1' VINYL COATED CHAIN LINK FENCE Professional Certification EXISTING 124 NEW STORM DRAIN MANHOLE PROPOSED CONTOUR (1') 37 CONTOUR (2') 374 SPOT ELEVATION + 74. CURB & GUTTER NEW STORM DRAIN MANHOLE FFE=332.85 CONCRETE NEW WSSC EASEMENT 229' SIDE SETBACK 6' VINYL COATED CHAIN LINK FENCE TW31.34 TW3.67 TW29.33 LIMITS OF PROPERTY LINE WATER LINE (DOMESTIC) 32 42 R1 25. 9 24.5 18.6' 3.' 16.1' 6.' 6.' R2.5 R6.8 5.' EXTENT OF FULL DEPTH ASPHALT PAVING 5.2' 4 MB5 27.7.75 2. ' 3 28.5 5 25.1 3 CONCRETE RETAINING WALL 3 24.4 5 11.2' 6" S 4. ' STORM DRAIN LINE 32.32 32.61 6" CONCRETE CURB AND GUTTER (TYP.) SWM FACILITY 4 29. 5 9 28. 6.' 8" W (F) 15" RCP 693' LOT WIDTH AT FRONT BUILDING LINE LIMIT OF ' 4.3 29.' CONCRETE SIDEWALK 3.3 R1 6" CURB & GUTTER WITH NOSE DOWN TRANSITION 8.7' 33. 18.' 24.6 326 8" W (D) FIRE HYDRANT SEWER LINE 3.5 3.4 5.' 1 25.2 WATER LINE (FIRE) ACCESSIBLE PARKING SPACES 32.4 32.2 8.' CONCRETE PAVING AT ADA PARKING SPACES FL32.5 FL32.55 LIMIT OF 8.' 8.' 8.' 5.' 8.' 33.16 33.58 8.5' GAS LINE UNDERGROUND ELECTRIC 32.72 33.76 33.13 OVERHEAD UTILITY WIRES 6" CONCRETE CURB & GUTTER (TYP.) 22.6' 4 32 8 24.1 24.2 R2 5 R1 8 23.9 R2 5 2 4R 24. 1 24.9 3.5 TC2 2 24.7 2 24.6 24.7 114' FRONT SETBACK 4 24.4 24.4 3 24.5 7 4. 24 DEPRESSED CURB 5.' 4 18. SIDE 63' SET BAC K CONCRETE WALK FL25.26 16 22. 9 24.1 33.5 33.92 33.92 UNDERGROUND COMMUNICATIONS REVISIONS FENCING EASEMENT 34.78 PROPERTY BOUNDARY LIMIT OF 6" CONCRETE CURB & GUTTER (TYP.) LIGHT POLE FULL DEPTH ASPHALT PAVING TREE SIGN NEW WSSC EASEMENT 24.9 ' 18. 121 8.5' ) P (TY 7 24.4 JOB NO. CROSS-WALK STRIPING FULL DEPTH PAVING 18.156.11.' ACCESSIBLE PARKING SIGNAGE (TYP.) CONCRETE SIDEWALK TW26.65 TW26.65 18. 23. 8 8. 23.64 325 21 WOODMOOR DRIVE CROSSWALK STRIPING TW27.32 24.6 SCALE ' 78.5 PROPERTY LINE 4 24.8 1"=3'-" 1 25.6 26. DATE 33 1.18.218 PROPERTY LINE 332 DRAWN DCM FOR UTILITY LOCATIONS CONTACT "ONE CALL" AT 811 AT LEAST 48 HOURS Know what's below. Callbefore you dig. PRIOR TO CONSTRUCTION CHECKED R 781' LOT WIDTH AT FRONT LOT LINE C2.1 Macris, Hendricks & Glascock, P.A. Engineers Planners Landscape Architects Surveyors 922 Wightman Road, Suite 12 Montgomery Village, Maryland 2886-1279 Phone 31.67.84 Fax 31.948.693 www.mhgpa.com SITE PLAN LIMIT OF RETAINING WALL PINE CREST ELEMENTARY SCHOOL EX. 2-STORY BRICK BUILDING FULL DEPTH ASPHALT PAVING FL27. FL26. 3 MB- 3 PAVED PARKING AREA NEW WSSC EASEMENT 8" S PVC TW28.66 18. SWM FACILITY 7 FL28. 14 2 MB- 25. 2 BUILDING WALL NEW SEWER LINE 1 TW27.99 1 8. 1 24.2 FL29. TW3. NEW MSE RETAINING WALL WITH SAFETY RAILING LIMIT OF 22. 2" MILL & OVERLAY FL3. 12 1 MB- 33.35 33. NEW STORM DRAIN MANHOLE PROPERTY LINE ASPHALT MULTI-PURPOSE STORAGE 6" CONCRETE CURB & GUTTER SWM FACILITY FFE 33.89 FFE 33.89 21 WOODMOOR DRIVE SILVER SPRING, MARYLAND BOARD OF EDUCATION OF MONTGOMERY COUNTY, MD 24,237 SF 3411 Olandwood Court Suite 25 Olney, Maryland PROPERTY OWNER: 6, SF 31 774-9821 fax 774-9824 21 WOODMOOR DR. SILVER SPRING, MD 291 MIN. LOT AREA: 59-4.4.9.1 architecture planning interiors 291 LIBER 2718, FOLIO 526 TAX ID #13-1215183 PROVIDED PER THIS PLAN THE TOPOGRAPHY SHOWN IS TAKEN FROM A FIELD RUN SURVEY PREPARED BY A. MORTON THOMAS AND ASSOCIATES, INC (COMPLETED MAY 217) WITH 1' CONTOUR INTERVALS AND SUPPLEMENTED WITH AVAILABLE UTILITY RECORDS. ADDITION TO SUBJECT PROPERTIES: PERMITTED/REQUIRED 1. PINE CREST ELEMENTARY SCHOOL PROPERTY INFORMATION Delmar Architects, P.A. SITE NOTES 1 OF 1
322 326 318 326 322 32 ADDITION TO 322 312 314 316 318 32 322 326 PAVED PLAY AREA 9,8 SF BUILDING ADDITION 1,847 SF SOFT PLAY AREA 2,17 SF MULTI-PURPOSE STORAGE 1,438 SF CHE TRE RRY E LA NE 3411 Olandwood Court Suite 25 Olney, Maryland 31 774-9821 fax 774-9824 21 WOODMOOR DRIVE SILVER SPRING, MARYLAND D architecture planning interiors 291 HDPE ERT CULV PINE CREST ELEMENTARY SCHOOL 15" Delmar Architects, P.A. ATTACHMENT 2 IVE PINE CREST ELEMENTARY SCHOOL EX. 2-STORY BRICK BUILDING ST. 32 4 326 LAW REN C E DR 21 WOODMOOR DRIVE REVISIONS JOB NO. 18.156.11 SCALE 1"=3'-" 1.24.218 DRAWN GSH FOR UTILITY LOCATIONS CONTACT "ONE CALL" AT 811 AT LEAST 48 HOURS Know what's below. Callbefore you dig. PRIOR TO CONSTRUCTION CHECKED R L2.1 Macris, Hendricks & Glascock, P.A. Engineers Planners Landscape Architects Surveyors 922 Wightman Road, Suite 12 Montgomery Village, Maryland 2886-1279 Phone 31.67.84 Fax 31.948.693 www.mhgpa.com 1 OF 2 LANDSCAPE PLAN 332 OR O DM O WO DATE E I:\18156\DWG\LS_11_1.dwg, 1/23/218 1:25:39 PM, Copyright 218 Macris, Hendricks & Glascock, P.A. 33 VE I R D KDAL ROC IVE DR
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