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HomeMy WebLinkAboutFirenze Plaza Shops B - Site Plan V1DWIuDIA )- APPROVEEDDD at onoarzz IIEkIJNBFp;^-� M EM E. MT. ETNA E. AMITY RD. OVERALL SITE PLAN 1.66" -12 GA ELECTROWELDED STEEL TUBING WITH PAINT FINISH TO MATCH SW - 7674 "PEPPERCORN" 1/2' STEEL PLATE WITH PAINT FINISH. EPDXY BOLT INTO CONCRETE BIKE RACK DETAIL PRE -CAST CONCRETE CAP PAINTED TO MATCH SW - 6148 "WOOL "SKIN" PRE -CAST CONCRETE CAP PAINTED STEEL HINGE. TYP. OF 4 6" DIA. PAINTED STEEL BOLLARD FILLED WITH CONCRETE L.L Lu _J CD Q w m PROJECT LOCATION 0" BUILDING SETBACK SIDE AND REAR ELEVATIONS FRONT ELEVATION TRASH ENCLOSURE DETAIL 0 zn SPLIT FACE 'MU }�� Q�p„_1, oo TO MATCH SW - 68 "VPOOL SKItV PAINTED STEEL BAR GRATE LATCH PAINTED METAL DECK WELDED TO STEEL ANGLE PAINTED STEEL CANE BOLTS ALL STEEL TO BE PAINTED TO MATCH SW - 7674 "PEPPERCORN" SCALE:1/4" = V-0" BuffaI6 VAId ngs - - <AUllUM0flo w �eddlaOiSDeedWeY EPWbM wEwrwiM`MAPLEDROVE FRANKLINressdaho9—mow M lest W li-rl SupeeW.gFad ThHHfir wre 1 \ .��- ted MeyerNedd u Id.—h. e(�p ile Za� Cost- wholesale0 � a a �t Mo '� ` SDUTNWEST �ggrk. wwnor"e - E - `\�-Evwwad. EwmyNJ W.wmE>a AD CDUNCY_w`wrurxe -w ve.+orxE. - wwvwy Dr 1 Al'LIANCE � � wp e __wwwwaa. wamEyWf EMip.p - eyW'\ �. WamEno a :.'t Li. ['i'_® 3 �jomlmsan SauNjv \ �" ddisn YMCA `�\ lAesa I BDise'. a � DiscoveryPark-© Base Ranoh�Gul a '� Eder EMms9 s \p NDrlh e coil ' - vEleme itaYSc' i� , t 1 Charter Po Googk a Hub6k'Ho_mes VICINITY MAP NORTH SCALE: 1" = 50' i' 0 O m ccy) n co 0 N ED p7 o O 0 -; cu In m B) IU Q > to 3r 0 r m 00 ca CU N N = N W z Nw J x 3 s Q> Q z z U o .2 z Ii .ems 'Iz zoo LL <Q ol _ rc _N 0 z W Q W � Z > o LLN CONSULTANT STAMP ARCHITECT STAMP Go I 0- 0 U) Q Q 0 � 0 Lu z N Q z 0 Lu � Of 0. L LL 2i REVISIONS NO. REMARKS CHECKED DK DATE X/X/2022 DRAWN GEO JOB NO. SHEET NUMBER Al (�j�EIUDIANy Iv APPROVED -r u�re o7marzz i + + +'r + + + i1ENUAIBFA:"-� cn I IF + + SEWER/WATER + + + + + EASEMENT + + + +P 1 + 8 + N I y+ I + + + + + I + ( C 1- 6 11N�II I I �� N i1 i 2 1 I N I � I X I I' 36' 9' UNDEVELOPED GROUND S89°22'53"E 125.22' �,- - - 8.46'+ ++ EXISTING 8 I I+ + + + +" ° SEWER MAIN I + + + + + + + + + + r I ° ° a SEWER SERVICE CROSS -ACCESS EASEMENT SS S SS m I II I EXISTING 6" SEWER SERVICE - EXISTING 8" WATER MAIN 1 I 12 _ WTI cs 6 II __-J- II I I \ i I 12 X 2 I - 19' I I 15 / s � I 50 14 15 94 AC / ae�a EXISTING - ° GAS LINE WATER METER ME FIRE SERVICE u / + +/ + + ° +/ 4 ++++ + 13 4 ° - 4 ° 267s�� �. 4 ° 19 ° / PAD C NOT A PART Site Plan Horizontal Scale: v = 10, PROPOSED BUILDING I I I I I I - 9 I \ - + 1 + + + + + + + 19, 15 I+ \ + + + + + +I + + + \ + + n + + + + + + -- + + + + 25.63 + + + + +' I+ + + i + + + + + �+ I 7 + + + + ++++++++ + + + ++I+++III' + + + + + + + + + + + + Ili + + + + + + + + + + + + PIRR ++++++++++ R=399.25' + + + + + + + + 88 + + + + + + + + + + + x I 24.08 1 + + + + + + + + + + + 25 I+ + +I + I I + + +I + + + +I + + + I + '+ + + + + + +I + I+ � + + + + ) + t + + + + + + + 17 +I + + + + + + + + + +I + %/I +I + I+ +M I + + + + 67 +I + I+ +�+ / + + + + + I-F +, + 1 + + + + + + + + + + + ++ +1+ I+ + + + + ? + 8 + + + + + + +I I + o + + + + +M+ + + + +\ + + + I ++ + +t+ + + + + + + + + + + + + + + I + + + �w + ++++++++++++++ + + + +I+I+ + + + + + + + + + + + + + fi + + + + + + + I + + + + + M + + + + + + + + + + + + + + � +I + I+ +-+I + + + + + + + + + + + + + + + + I+ + + z + + + + + + + + + + I+ + + + + + + + ++ +I + I+ + + +I + + + + + + + + + + + + + + + + ,x+ �+ +I + + + + + + + + + + + + + + + + 17 + + )+ + + + + + + + + + + + + +1 I+ + + +++++++++ + ++I+I+ d / + + + + cy +I+t +� + + / / / + + + + + ++ + +I + + E +c_,+ + + + + + + + + + + + + + +11+ + + J + + + 1-. , /� + + + +I + + + +/+ + + + + + + / + + + + + + + + E 10 + + ? + Z' + + + + + + + + + + + 8B% + + 21 + + + + +/ + + + + + + + + + ?5 + + +/ + +/ + + + + + + + + + + + + + + /+ I+ 1 4' + +/ + + + + + + + + + + + + + + + 4 + +/ + + + + + + + + + + +� + s\ + + 3 + + e ° ° 4a +/ + + + + + + + + + + + + + + 1+ + + + + + + + + + + + + + + $ +I ++ + S 4 ° 21 + 20 + + + + + + + + + + + + + + + F 4> /+ + + + + + + + + + + + + i / + + + \ + + + + + + + + + 17 + /+ + + + + + + L=90.94' + + + + + /+ + + 21 + + + + + + + + + + + + + + ,i� + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 20++ + + + + + + + q +++ + + // \ / + + + + + + + + + + / 3 + + + + + + + + + + + + + + + + + + + + + +/ + + + + + + + + + + + � + +/+/ + g + + + + + + + + + + + / + + + / + + + + + + + + + +/+ + + + + + + + + + + +/+ /+ + + + + + + + + + + + + + + + + + + + + + / + / + QV + + + + + + + , +/+ + + + \ + +� + + / + + + + +/ + + + + + + + 4 + +/ + c 104.00' MO Cu W CO) 0 10, 20' Project Information: PROJECT: PROPOSED RETAIL BUILDING APPLICANT, OWNER COMPANY: BROWMAN DEVELOPMENT COMPANY CONTACT: AARONZUZACK ADDRESS: 1556 PARKSIDE DRIVE WALNUT CREEK, CA 94596 EMAIL: azuzack@browmandevelopment.com CIVIL ENGINEER, LANDSCAPE ARCHITECT, LAND SURVEYOR COMPANY: THE LAND GROUP, INC CONTACT: JASON DENSMER, PE (PROFESSIONAL ENGINEER) CONTACT: MICHAEL THOMAS, PLA (PROFESSIONAL LANDSCAPE ARCHITECT) CONTACT: JAMES R. WASHBURN, PLS (PROFESSIONAL LAND SURVEYOR) ADDRESS: 462 E. SHORE DR., SUITE 100 EAGLE, IDAHO 83616 PHONE: 208.939.4041 Project Calculations: PROPERTY SIZE: 21,796 SF / ±0.50 ACRES PROPOSED BUILDING SIZE: +/- 6,500 SF / ±0.149 ACRES PARKING CALCULATIONS: REQUIRED PROPOSED PARKING STALLS: 13 (1 STALL PER 500 SF 13 GROSS FLOOR AREA) ACCESSIBLE PARKING STALLS: 1 (1-25 STALLS PROVIDED 1 PER ADA GUIDELINES) BICYCLE PARKING SPACES: 1 (1 SPACE PER 25 4 VEHICULAR PARKING STALLS) Zonina Regulations: PARCEL #: S1129449801 - LOT 7 CURRENT/PROPOSED C-C ZONING: FRONT SETBACK: WA REAR SETBACK: WA INTERIOR SIDE SETBACK: WA LANDSCAPE BUFFERS: ARTERIAL: 25-FT TH E LAND -GROUP TLG PN: 122073 Material Legend LANDSCAPE AREA - REFER TO 11.00 FOR STANDARD CONCRETE + + + + + ADDITIONAL F171 FLATWORK INFORMATION HEAVY DUTY CONCRETE ASPHALT PAVEMENT FLATWORK PERMEABLE PAVERS Keynotes: _\-xD TO LOUTNUMB NUMBERS COORDINATED TO NUMBERED NOTES BELOW. 1. EXISTING SIDEWALK - RETAIN AND PROTECT 2. EXISTING CURB AND/OR GUTTER - RETAIN AND PROTECT 3. EXISTING IRRIGATION VALVE - RETAIN AND PROTECT 4. EXISTING WATER METER - RETAIN, PROTECT AND BRING TO GRADE 5. EXISTING WATER BLOW OFF ASSEMBLY - RETAIN, PROTECT AND BRING TO GRADE 6. EXISTING ASPHALT TO REMAIN 7. EXISTING STREET LIGHT AND PULL BOX - RETAIN AND PROTECT 8. EXISTING ELECTRICAL BOXES - RETAIN AND PROTECT 9. EXISTING IDAHO POWER TRANSFORMER - RETAIN AND PROTECT 10. EXISTING SIGN - RETAIN AND PROTECT 11. TRASH ENCLOSURE PER ARCHITECTURAL PLANS 12. 4-INCH WIDE PAINTED ASPHALT MARKING (WHITE) 13. ADA PEDESTRIAN RAMP 14. ACCESSIBLE PARKING STALL AND ACCESS AISLE PER ADA GUIDELINES 15. CONCRETE CURB AND GUTTER 16. PERMEABLE PAVERS 17. 6" CONCRETE CURB 18. RIBBON CURB 19. BICYCLE RACK (2 EACH) PER DETAIL 20. RAISED PLANTER BED. 21. PRIVACY PANEL FENCING. 1. HOOP RACK IN STAINLESS STEEL FINISH BY DERO OR APPROVED EQUAL. 2. SURFACE MOUNT PER MANUFACTURER'S SPECIFICATIONS. 3. SPACING REQUIREMENTS PER MANUFACTURER'S SPECIFICATIONS. Bike Rack 1 Scale NTS cc o O 7 00 YO CA 00 :Q CV) = Ci Q O Cu O + CD O N Q wo , O r cc a32 N y 3 m O N 7 C T 3 'O 0 GL m CC1 C`) Cu Cu (n = W �z z J z 3 O n Q Q S H J Y U W Vl � Z w QU Z cn - 0 C7 �S�U � FLd o � as > o O CONSULTANT STAMP NOT FOR AOO OO CONSTRUCTION ARCHITECT STAMP W a_ 0 Lu 0./ Z o Z Q Q C W Lu M REVISIONS NO. REMARKS CHECKED JCD/MRT DATE 06-09-22 DRAWN TLG JOB NO. SHEET NUMBER C2.00