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HomeMy WebLinkAboutSite Plan V1 (4)CHINDEN BOULEVARD PROJECT LOCATION .1.ILLAN ROAD o o Q o o Z Q O J z Q � w USTICK ROAD VICINITY MAP NTS BRIDGETOWER APARTMENTS PREPARED FOR: ALPHA DEVELOPMENT GROUP LOCATED IN: MERIDIAN, IDAHO 11 lr r r/ I �- II II N I II I� it I II I III III I III — ] I Jill II II j l li it 1111 � ii i� I II II � �II ® IYi II 11 II I � I I ® III II Ip I I II II I III I I II II I II II II , �II i�i II II � II I I II I I I � II I I II I tl I I II I I II I I I II ��--H I I I I II ulr I �II I I I I I 1 rl �i I I uii � fii i j I I i it i u I I I I 11 II III II _ ---- Ce9�1►1�1:7:�r1►[�7111x. 1. CONTRACTOR TO FIELD VERIFY HORIZONTAL AND VERTICAL LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO COMMENCEMENT OF CONSTRUCTION, AND REPORT ANY DISCREPANCIES TO THE ENGINEER. 2. ANY AND ALL DISCREPANCIES IN THESE PLANS ARE TO BE BROUGHT TO THE ENGINEER'S ATTENTION PRIOR TO COMMENCEMENT OF CONSTRUCTION. 3. ALL CONSTRUCTION SHALL ADHERE TO MERIDIAN AND ISPWC STANDARD PLANS AND SPECIFICATIONS. 4. ALL UTILITIES AND ROAD IMPROVEMENTS SHOWN ON THE PLANS HEREIN SHALL BE CONSTRUCTED USING REFERENCE TO SURVEY CONSTRUCTION STAKES PLACED UNDER THE SUPERVISION OF A PROFESSIONAL LICENSED SURVEYOR WITH A CURRENT LICENSE ISSUED BY THE STATE OF IDAHO. ANY IMPROVEMENTS INSTALLED BY ANY OTHER VERTICAL OR HORIZONTAL REFERENCE WILL NOT BE ACCEPTED OR CERTIFIED BY THE ENGINEER OF RECORD. 5. THIS DRAWING SET IS SCALED TO BE PRINTED ON A 24" X 36" SIZE OF PAPER (ARCH. D). IF PRINTED ON A SMALLER PAPER SIZE, THE DRAWING WILL NOT BE TO SCALE AND SHOULD NOT BE USED TO SCALE MEASUREMENTS FROM THE PAPER DRAWING. ALSO USE CAUTION, AS THERE MAY BE TEXT OR DETAIL THAT MAY BE OVERLOOKED DUE TO THE SMALL SIZE OF THE DRAWING. NOTICE BEFORE PROCEEDING WITH THIS WORK, THE CONTRACTOR SHALL CAREFULLY CHECK AND VERIFY ALL CONDITIONS, QUANTITIES, DIMENSIONS, AND GRADE ELEVATIONS, AND SHALL REPORT ALL DISCREPANCIES TO THE ENGINEER. SITE MAP ENGINEER'S NOTES TO CONTRACTOR 1. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS, TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. IF UTILITY LINES ARE ENCOUNTERED DURING CONSTRUCTION THAT ARE NOT IDENTIFIED BY THESE PLANS, CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY. 2. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE CITY, THE OWNER, AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 3. UNAUTHORIZED CHANGES & USES: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. 4. ALL CONTOUR LINES SHOWN ON THE PLANS ARE AN INTERPRETATION BY CAD SOFTWARE OF FIELD SURVEY WORK PERFORMED BY A LICENSED SURVEYOR. DUE TO THE POTENTIAL DIFFERENCES IN INTERPRETATION OF CONTOURS BY VARIOUS TYPES OF GRADING SOFTWARE BY OTHER ENGINEERS OR CONTRACTORS, FOCUS DOES NOT GUARANTEE OR WARRANTY THE ACCURACY OF SUCH LINEWORK. FOR THIS REASON, FOCUS WILL NOT PROVIDE ANY GRADING CONTOURS IN CAD FOR ANY TYPE OF USE BY THE CONTRACTOR. SPOT ELEVATIONS AND PROFILE ELEVATIONS SHOWN IN THE DESIGN DRAWINGS GOVERN ALL DESIGN INFORMATION ILLUSTRATED ON THE APPROVED CONSTRUCTION SET. CONSTRUCTION EXPERTISE AND JUDGMENT BY THE CONTRACTOR IS ANTICIPATED BY THE ENGINEER TO COMPLETE BUILD -OUT OF THE INTENDED IMPROVEMENTS. Sheet List Table Sheet Number Sheet Title C1 COVER SHEET C2 SITE PLAN C2.1 SITE PLAN C2.2 SITE PLAN CONTACTS ENGINEER & SURVEYOR FOCUS ENGINEERING & SURVEYING, LLC 6949 S. HIGH TECH DRIVE SUITE 200 MIDVALE, UTAH 84047 (801)352-0075 PROJECT MANAGER: JACOB HOLMES OWNER/DEVELOPER ALPHA DEVELOPMENT GROUP 166 E. 14000 SOUTH SUITE 110 DRAPER, UTAH 84020 (801)708-7048 CONTACT: BRAD WATSON ro Know what's below. Call 811 before you dig. N S GRAPHIC SCALE 100 o 50 loo 200 400 (IN FEET) 1 inch — 100 ft. oU �a r�r�oo � o U O Qxo ZU°�°w dHx c7 � w 1111111 1111111 mmmmmms COVER SHEET 'Scale: 1"-100' I Drawn: JMH ' Date: 6/ 13/2022 lob #: 22-0032 C1 I I I I I I I I I ICI I I I I I I I I I I LL -------I - IRR IRR //� �10'•W 10" R=245.00 = 9" L _ =41.691.69 NCH=N3°4840"W 41 F- I I I I I I I I I I LI L_II yI I LOT 3, BLOCK 1 ---1R_ —-----------IRR COL_EMAN SUB. --- -- —I I R-136.00 d=22°55'06" 4---�-------I-----------------------------------I-------- \o L=54.40 -IR R RR IRR IRR IRR IRR IRR�RR IRR 54.04 _ \ ----------------------------------------- I I ----i'7N1°03'48"E-17 --- 10'W 10„w — — — 0V 010"a 1 45„W 152,98 N21 VICENZA WAY 1 CH=N10 � 31g4.00 64 � = = i— = = � _ _ — — _ — — — — � A_22°55'06 -N1°0348"E,588.00' — — — — — — — i— R_385.0®� _ I Al'I 1 I ry 1 DUMPSTER ENCLOSURE I I TYPE B BUILDING T I UNIT) TYPE C BUILDING I TYPE C BUILDING UNIT) I I I I I fh l I II II 1 I I (12 UNIT) I (12 5' SIDEWALK 8. SPARK STRIP b I I U I i j I jMI ,I to I I I I I I IVI II II LEGEND BOUNDARY ROW CENTERLINE LOT LINE — — — — — — — — — — — — — — EASEMENT 15 SD 15" STORM DRAIN 8 ss 8" SANITARY SEWER 8 w 8" CULINARY WATER 8 sw 8" SECONDARY WATER XXXX CONTOUR MAJOR XXXX CONTOUR MINOR — ex So EXIST. STORM DRAIN — Ex SS — EXIST. SANITARY SEWER — — — — Ex w EXIST. CULINARY WATER x x x EXIST. FENCE ------------ (XXXX) ------------ EXIST. CONTOUR MAJOR ------------ (XXXX) ------------ EXIST. CONTOUR MINOR T T + SIGN > STREET LIGHT ® ® ® SD ME, INLET, AND COMBO 0 SEWER MANHOLE F, F. CULINARY VALVE, TEE & BEND N SECONDARY VALVE, TEE & BEND WATER BLOW -OFF Y FIRE HYDRANT STREET MONUMENT (TO BE SET) EXIST. STREET MONUMENT 0 ® m EXIST. SO INLET & ME QQ EXIST. SEWER MIT DC I I i EXIST. VALVE, TEE, & BEND i•Y EXIST. FIRE HYDRANT o XXXX.XX SPOT ELEVATION -- -- 0I IIII IIIII ;o PARKING TABULATIONS: 8 W — LEASING I I I 8 aw `s aw OFFICEI I n I I UNIT TYPE # STALLS REO'D ass ass ass I III I I STUDIO 26 39 W I i VI I I 1-BR 131 197 IIII I II 2-BR 52 104 t Y ry II I 3-BR - 52 �j I I VISITOR 24 1 I I I�1 11 II TOTAL 235 416 8"SEWER(TYP) I I III I II 3 TYPE C BUILDING 8" WATER(TYP) I I 1 2 UNIT) o PARKING STALLS PROVIDED COVERED REQ'D 26 131 52 26 0 235 1 TYPE B BUILDING n m I I III - I II 235 UNIT) PE B BUILDING I� ry I II • COVERED STALLS PROVIDED 235 •• MAIN PARKING 100 O I (11 UNIT) TYPE B BUILDI I •• DISPERSED PARKING 37 (2 ADA) �iT I UNIT) 1 III I 1 II •• GARAGE PARKING 98LID I I PARCEL I M- • UNCOVERED STALLS PROVIDED 227 R.O.S. NO. 1 J20 •• MAIN PARKING 79 (5 ADA) - - II IY1 I 1 ID •• DISPERSED PARKING 48 (2 ADA) A R C E L A I � // — 4' SIDEWALK (TYP) �� �\ ' T-BUILDING N — — — — _ ��� . w • DRIVEWAY PARKING 100 IVI I II 2 3 m I 1\\ \ POOL EQUIPMENT/RESTROOMS C $p IIII 1 I II III _ 1 IG TYPICAL STALL DIMENSIONS 19.0' X 9.0' SHEET C2.2 DUMPSTER ACCESS I II I� I 11 GARAGE & DRIVEWAY DIMENSIONS 20.0' X 10.0' SHEET C2.1 I I I IIII"i O I 1 I TYPICAL DRIVE AISLE WIDTH 26.0' (MEASURED FROM FACE OF CURB) ' / UTILITY EASEMENT w I /� (TYP) I IIII I II 1 PARCEL � _� � III III a u 1 OPEN SPACE TABULATIONS: 723, 918 S. F. — ��/ , I W Ih li^I i iO UNIT SIZE # COMMON SF PRIVATE SF 1 TYPE B BUILDI ' I "! III I I < 500 SF O 0 O I T I UNIT) PE B BUILDING ZONE: R-1 TYPE B BUILDING w .COVERED PARKING (TYP) I I IIII I I 500-1200 SF 157 39,250 12,560 � (11 UNIT) I II n >1200 SF 78 27,300 6,240 3 (11 UNIT) 1 I IIII I II I I I 10% GROSS 72,392 CLUBHOUSE �'`�f IIII I TOTAL 235 138,942 18,800 I I h I I II IU I I ID 15" STORM DRAIN (TYP) l 1 II I s0 a" 8W aW aw Sw II yl 1 II — 8ss 8ss I II I = I ID 1 15 SD 8 S5 8 55 I II II I 1 II 1 / a I II I I ID I h �I n I II I° TYPE A BUILDING II I II \ \ (10 UNIT) TYPE B BUILDING TYPE C BUILDING I I II N 1 1 (I I UNIT) (12 UNIT) DUMPSTER ENCLOSURE DUMPSTER ENCLOSURE F I I I I ii V I IG LOT 1 , BLOCK 'I I< II I III VICENZA SUBD. I I I I I q I I ID RT ------ --------- _ CKS (T -55 �0 SETBA YP)— 1 0 c A III 1 IG CyS14?? ,14 — ------------------------------------ 8" --- --- --- --- ------ S1°0349"W 82 177� — ----- ----- — — (�-----_---- --- II 111 ?SS14.,nW�„�`= _C7,_ �� �c � ` c C ---_---=---4`�— — —��--k---x--- x x _x0 0 Y _ _ 5.50' Ex 12 Ex 12 W _�_ — — — 1 �® _ _------------------ — — — SANVIT AY— — — Ex,2w--- — — — —� [: 1=------ C7------------- I I Il y r-- � r 11� 12 SS Ex 12 SS $ — 1------Ex 12S_--_ _ _ Ex 12W — ---- �—Ex —12WEx 2 SS 7C---- ——— ---- Ex12SS � —__ — — _----------- I LOT 21, BLOCK 2 GI �I� III j II III II j LOT_----- VICENZA SUBDIVISION BLOCK 2------ I I I \\ II I II I II 1 II I II II I z— GRAPHIC SCALE 50 100 (IN FEET) 1 inch = 50 ft. AU �a 8 r�r�oo Woo >�� U O QUIt _ Zw°°w 7 � �Qr W SITE PLAN Scale: 1"-50' Drawn: JMH ju 1. Date: 6/13/2022 lob#: 22-0032 Know what's below. Sheet: CaII811 before you dig. C2 TYPE A BUILDING (10 UNIT) DRIVEWAYS SHORTER THAN N I I I I 20' IN LENGTH NOT INCLUDED IN PARKING COUNT I I I II I I i I II 1 I I I II II ------ ;I I I U I I I ❑' �i v II ❑ I I I I I I I I I I II I I III I I I IVV I I ° I I 1I I I ° I DUMPSTER ENCLOSURE SETBACKS (TYP) N I m l I I I �Iln I I I I I LJ I I� I I II I I I II n TYPE B BUILDING I I (I I UNIT) I I II I I I�I I I II I I I I I I I° m I� 1 1 N Ifl 20.0' I1SETBACK I Ipill 1 1 1 I II I I I I 10 IJ 11 I I II I I I I I m1VII I I 1 11 u 1 1 I EXISTING FENCE ALONG 1 1 1 1 I PROPERTY BOUNDARY TO REMAIN 1 1 I 111 I 10 I I I II 11 1 I DUMPSTER ENCLOSURE I II 1 I I I I I ----- � I 1 Io 1 1 F-1 I - --- --� I� Iln I I LJ 1 vJ III I 10 I I I II I � FIRE HYDRANT I I I I / m 1 FIRE HYDRANT J N I® I I �— I I I ' I II 15" STORM DRAIN )TYP) TYPE B BUILDING (I I UNIT) 12.0' SETBACK TYPE B BUILDING (I I UNIT) 10' BIKE TRAIL �� _ 1 11 1 � � 1 L 1 � DUMPSTER ENCLOSURE \ a WF-4�44PLLJLLIA— — — — — — — — — 8W aW aw - ew SS 8 I F� i ❑ SSS SSB —---------- I L — — — — — ❑ 10' BIKE TRAIL TO JOIN EXISTING SIDEWALK I I I �I TYPE B BUILDING (I I UNIT) TYPE B BUILDING (I I UNIT) I TYPE B BUILDING FIRE HYDRANT I (1 1 UNIT) i I w it BICYCLE PARKING AT CLUBHOUSE (SEE LANDSCAPING PLANS) COVERED PARKING (TYP) _ _ \ \ UTILITY EASEMENT (TYP) / / \ \ \ \ 4' SIDEWALK (TYP) I I \ \I \I I 20.0' a - SETBACK II I I II I II I I II - II CLUBHOUSE II I I II II I I II v a II I TYPE C BUILDING I I I (12 UNIT) I TYPE C BUILDING I II I I I STORM WATER RETENTION/1 I I (12 UNIT) " II I I II N I I I 8" SEWER (TYP) II I II I I I I I I 8" WATER (TYP) I I - \�\ r I I I I I II I I I � I II IV I I I VI I^ I I ^I II MI INI I I1 I �► I 1 I \ I )11U I I I I I 1 8.� ° I I I — ^I I II I 1 --�7, I I I I V1 II I II I I I ^1 IN I I I II I I I I �1 IN I I 1 o II I I I �1 1V I I I I VII 11 I I I 111 I I I I - I I II I^ I I Ep - N I a I I �1 1V I I I yl 1 1 1 it I I 11 N I I I III 11 I I I YI IN I I II I I 1 ^1 IN I I I I I 1 IN I I II I - " I I 11 I .I I II o I I - I I I I li U �N I I II I I II IV I I VI I" I II I I I I I II o IN I - I I I IV I I I I I I LEGEND BOUNDARY ROW CENTERLINE LOT LINE EASEMENT 15 SD 15" STORM DRAIN ass 8" SANITARY SEWER s w 8" CULINARY WATER a sw 8" SECONDARY WATER XXXX CONTOUR MAJOR XXXX CONTOUR MINOR - SD EXIST. STORM DRAIN - Ex ss EXIST. SANITARY SEWER - Ex w EXIST. CULINARY WATER x x x EXIST. FENCE ------------ (XXXX) ------------ EXIST. CONTOUR MAJOR ------------ (XXXX) ------------ EXIST. CONTOURMINOR T r + SIGN STREET LIGHT ® ® rm SD ME, INLET, AND COMBO Q SEWER MANHOLE F, F. CULINARY VALVE, TEE & BEND N SECONDARY VALVE, TEE & BEND WATER BLOW -OFF i FIRE HYDRANT STREET MONUMENT (TO BE SET) EXIST. STREET MONUMENT 0 �]O EXIST. SO INLET & ME EXIST. SEWER MH - EXIST. VALVE, TEE, & BEND EXIST. FIRE HYDRANT oXXXX.XX SPOT ELEVATION PARKING TABULATIONS: UNIT TYPE # STALLS REQ'D COVERED REQ'D STUDIO 26 39 26 1-BR 131 197 131 2-BR 52 104 52 3-BR 26 52 26 VISITOR - 24 0 TOTAL 235 416 235 PARKING STALLS PROVIDED 462 • COVERED STALLS PROVIDED 235 •• MAIN PARKING 100 •• DISPERSED PARKING 37 (2 ADA) •• GARAGE PARKING 98 • UNCOVERED STALLS PROVIDED 227 •• MAIN PARKING 79 (5 ADA) •• DISPERSED PARKING 48 (2 ADA) •• DRIVEWAY PARKING 100 TYPICAL STALL DIMENSIONS 19.0' X 9.0' GARAGE & DRIVEWAY DIMENSIONS 20.0' X 10.0' TYPICAL DRIVE AISLE WIDTH 26.0' (MEASURED FROM FACE OF CURB) OPEN SPACE TABULATIONS: UNIT SIZE # COMMON SF PRIVATE SF <500SF 0 0 0 500-1200 SF 157 39,250 12,560 >1200 SF 78 27,300 6,240 10% GROSS - 72,392 - TOTAL 235 138,942 18,800 N I S GRAPHIC SCALE 0 15 30 60 120 (IN FEET) 1 inch — 30 ft. 15 Know wh s below. Call 811 before you dig. 0 U Q SITE PLAN 'Scale: 1"=30' I Drawn: JMH ' Date: 6/13/2022 1 Job#: 22-0032 Sheet C2. 1 II I I CLUBHOUSE II I I II ly I I I® I I I ° I DUMPSTER ENCLOSURE — a I I II I I II � I STORM WATER RETENTION I I I "• ❑I __ � II I I II II � I I II 11 I�U I I� I iI N I� I I II II N \\ // 20.0' SETBACK / II I I TYPE C BUILDING n LJ I (12 UNIT) I I° I I I I� I I I I I f I TYPE B BUILDING III I o I EXISTING FENCE ALONG (1 1 UNIT) PROPERTY BOUNDARY TO I 15" STORM DRAIN (TYP) I REMAIN - I I I Y^ M8 Ill u Ma Ma a Ma MB I ° see '1n I 15 SD a 15 SD SD - SS9 SS8 I I I 165D 15 SD ---I— -------- —�/ TYPE C BUILDING (12 UNIT) 8" WATER (TYP) 8" SEWER (TYP) TYPE B BUILDING (I I UNIT) I 1 I A I LEGEND BOUNDARY ROW A CENTERLINE , LOT LINE — — — — — — — — — — — — EASEMENT 15 SD I5" STORM DRAIN 8 ss 8" SANITARY SEWER I a W 8" CULINARY WATER _ 8 sw 8" SECONDARY WATER XXXX CONTOUR MAJOR XXXX CONTOURMINOR — — SD EXIST. STORM DRAIN Ex ss EXIST. SANITARY SEWER Ex W EXIST. CULINARY WATER x x x EXIST. FENCE A -- (XXXX) _ _ _--_ _--_ _ _ EXIST. CONTOUR MAJOR I _ _ _ _ _ _ _ _ A -- (XXXX) ------------ EXIST. CONTOUR MINOR T : + SIGN STREET LIGHT ® ® ®° SD MIT, INLET, AND COMBO _ Q SEWER MANHOLE F, F. CULINARY VALVE, TEE & BEND N SECONDARY VALVE, TEE & BEND WATER BLOW -OFF i FIRE HYDRANT _ STREET MONUMENT (TO BE SET) EXIST. STREET MONUMENT I 0 mO EXIST. SO INLET & ME EXIST. SEWER MIT EXIST. VALVE, TEE, & BEND EXIST. FIRE HYDRANT oXXXX.XX SPOT ELEVATION PARKING TABULATIONS: p \ UNIT TYPE # STALLS REQ'D COVERED REQ'D \ STUDIO \ 26 39 26 \ 1-BR 131 197 131 \ 2-BR 52 104 52 N \ 3-BR 26 52 26 A\ VISITOR I - 24 0 \ TOTAL 235 416 1'1 \ 1 \ \, PARKING: STAI I S PRnVInFF) \ O. \ \ UTILITY EASEMENT (TYP) ) I FIRE HYDRANT Iy LEASING �\ OFFICE \ V ,U \\ COVERED PARKING (TYP) \ `\ IY I I BICYCLE PARKING ATENTRANCE (SEE ° \ IIAI I I I a LANDSCAPING PLANS) \ �u I II x r I CI ' I I I ❑ 15 SD 15 sD 5' SIDEWALK & 5' PARK STRIP 11 a 9 T BUILDING 1 I I I I • I I II I �I II I I .• ° I I �I I� I I • ° I I I I a ° • o ° ° I I / N II ouMPsrER AccEss � "•� I I I POOL EQUIPMENT/RESTROOMS P I I I 10' BIKE TRAIL I a SETBACKS (TYP) d I I I IRR— 25.01 Ex 1a sw Ex 18 sw — SETBACK {. }w Cam/ ° ,j l�l ° o Ex 18 SWEyl� �C..�_ 0 - - — — — — — — — i85W Ex i85W Ex 18 SW ° \ \\ �- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- — — — — — — — — — — — — — — — — — — — — — — — — � � Ez 185W � � � � Ez 1.w ------------------------------------- _ _ -- ---- — — -- ---- — -- — ---- _ Ex1 SW -----_ _ r------------------------------------------------------------------F---- v �z=� t------_—_---_---_-----_________--------------------------------------- 7f _ I ------------------------------ --- -—z=-- ------ J----------------------------- — ------ ---- --- - — — —_—_ — � ,z — — ��N McMILLAN ROAD ,z 1z M8 Me SS9 SS9 Ii I I I I II I I ul z TYPE C BUILDING II U (12 UNIT) I ° I I I i II I I ul II I I I II I I II I 'I I I II I II I I II II I I I II 'I I I I II I TYPE C BUILDING 1 (12 UNIT) II uuI 1 ° I I III 111 I 'll 20.0' 1 11 SETBACK 1 ° II ICI 1 I III 1 1 1 ' 1 1 I I I 1 1 I I p\ 1 \ rl\ 10' BIKE TRAIL TO JOIN EXISTING SIDEWALK 235 462 • COVERED STALLS PROVIDED 235 •• MAIN PARKING 100 •• DISPERSED PARKING 37 (2 ADA) •• GARAGE PARKING 98 • UNCOVERED STALLS PROVIDED 227 •• MAIN PARKING 79 (5 ADA) •• DISPERSED PARKING 48 (2 ADA) •• DRIVEWAY PARKING 100 TYPICAL STALL DIMENSIONS 19.0' X 9.0' GARAGE & DRIVEWAY DIMENSIONS 20.0' X 10.0' TYPICAL DRIVE AISLE WIDTH 26.0' (MEASURED FROM FACE OF CURB) OPEN SPACE TABULATIONS: UNIT SIZE # COMMON SF PRIVATE SF <500SF 0 0 0 500-1200 SF 157 39,250 12,560 >1200 SF 78 27,300 6,240 10% GROSS - 72,392 - TOTAL 235 138,942 18,800 S GRAPHIC SCALE " p (IN FEET) 1 inch — 30 ft. @m MAIP Know wh s below. Call 811 before you dig. H z w H a ¢ z � Q a � � a W Q w H W L7 Q �4 0 U q SITE PLAN 1"=30' Dawn: .TMH 6/13/2022 Job#: 22-0032 C2.2