Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
PZ - Site Plan
Project Information: PROJECT: PROPOSED NURSING/RESIDENTIAL CARE FACILITY APPLICANT COMPANY: COLE ARCHITECTS CONTACT: JENNIFER MOHR ADDRESS: 1008 W. MAIN STREET x BOISE, IDAHO 83712 CO X C0 3: GOB .a UGTx u uGTx PHONE: 208.345.1800 xM xM XM xM XM x x x x x x wX EXISTING 10-IN WATER MAIN TO BE CONNECTED TO LANDSCAPE ARCHITECT, CIVIL ENGINEER M M M M M M STATE AVENUE M XM WX wx -wX— —wx wx w wx COMPANY: THE LAND GROUP, INC `o CONTACT: PHIL HULL, PLA (PROFESSIONAL LANDSCAPE ARCHITECT) / � RCHI ` I E C TS 3 4 4 CONTACT: BOB SCHAFER, PLA(PROFESSIONAL LANDSCAPE ARCHITECT) —SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx 55x SSx SSx SSx SSx SSx SSx SSx SSx Sx SSx SSx PROPOSED STORM SYSTEM 2 1 1 2 CONTACT: SERGIO RANGEL, PE (PROFESSIONAL ENGINEER) (SG TRAP&SEEPAGE BED) - xFox x 1`�— LX + * — — — — — — t ADDRESS: 462 E. SHORE DR., SUITE 100 1008 W MAIN X + + + + + + + + + + + + + + + + + � + + + �TX� X X— — — — — — — �'�+L +y'.'+i'='*y!!7i_,+_ * * * * * * * * * * * * EAGLE, IDAHO 83616 BOISE, IDAHO 83702 _T �! - + + + + + + + + + + + + + + + + + + + 4 + + + + + + + + + + +�+ + +� +� �+ -: +'+ T 208.345.1800 L I �-A * ' * ' * * * * * * ' * ' * ' * * '-* * * * * * * * + + + ' + 'I'* * + * + + + + + * + + + + + . . ` PHONE: 208.939.4041 colearchitects.com I I �+ + + + + + + + + + + + + + + + + + + +p + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + �,+ + + + + + + + + + + + + + + + N + + + + + + + + + + + + + + + + + + + x0� xO� xo� COPYRIGHT 0 2020 COLE ARCHITECTS,PLLC F 1 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + • + + + + + + + +6) + + + + + + + + + + + + + + + + + + + + + + + C I I + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + f + + + + + + + + + + + + + + + + + + + + + r (+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + i + + + + + + + + +� + + + + + + + + + + + + + + + + + + + + + + + * I I + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + r� + + + + + + + + + + + + + + + + + + + + + 10.14' LAND SURVEYOR I J + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + • + + + + + + + + + + + + + + + + + # + + + + + + +++*+ + + + + + ____ ______ _____ __ ______ ____�— I � + + 28 + + + + + + + + COMPANY: NV5 GLOBAL INC. III Y I I 1 +++ ++++ + ++++++++++ +++ + I I 1 63' (7 STALLS) *+* 63' (7 STALLS) +*+ + 6' *,***,*** 10 * „ CONTACT: ROBERT GROMATZKY, PLS (PROFESSIONAL LAND SURVEYOR) STAMP I I I 90 (10 STALLS) I I i i 1 I I +*+ rn ++++ + +++++++++++ ++*++ ADDRESS: 690 INDUSTRY WAY, SUITE 10 l 1 r� +++ r + + + + + + + + + \�____= I I _ _ + + + + + + + PROPOSED STORM SYSTEM ---- + I 1 === MERIDIAN, IDAHO 83642 1 u +++++++++• +***+ (SG TRAP&SEEPAGE BED) o I 1 i�I I 55-LF 12-IN C900 WATER MAIN 9 111-LF 12-IN C900 WATER MAIN++� +++++ 1 Of 37-LF 12-IN C900 WATER, �, *+ +++++ I „ PHONE: 208.342.5400 IIL r lli 13 N 7 N 14 + + + O 1 r +l l +++++ 31-LF 12-IN C900 WATER MAIN x Project Calculations: IL 1 17-LF 12-IN C400 WATER MAIN + + L i o i +++++++ ++++ +++++++ + +++*+ PROPERTY SIZE: 168,345 SF/ _3.86 ACRES NOT FO R II I I II + + + + + + + + + + + + + IL J 1 �1 1 +*+*++++++ ++++ +++++++ p *+++ ++++ —III I FUTURE 1 I + + + + g 90 (10 STALLS) + * + * + * 54 (6 STALLS)�r 9 9 8 9 + + + + PROPOSED BUILDING SIZE: +/ 29010 SF/ ±0.67 ACRES CONSTRUCTION I 1 1 I I + + + + + + + + + + + + + + + O III + + + + + + + + + + + + + + + + x 1 + + + + + + + + + + ~ ' DEVELOPMENT - 1 + + + + + + * + + + + I� �i n I * * * * • . . • • * * * PARKING CALCULATIONS: I 1 L II + + + + + o—• 5 + + + + + I u I * * * * •• • • ' ' + ' : * * + + 20-LF 12AN C900 WATER MAIN II 1 j I * * * * * ., • * * * REQUIRED PROPOSED + + + + + + + + + + �o + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + j NOT A PART 1 i i11 +++++++ 4, ++++++++++++iN+++ + +++++++++++++++++++++++++++++++++++++++++++++++++++++++ + ++++++ + + + ++ •, *+*++ ++++ I II PARKING STALLS: 24 (0.5 STALL PER BED) 43 ILA 1 f JI + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + • • + + + + + - PROPOSED FIR HYE DRANT o II I 1 I I *+++*+ +++•+ + +•+++ * +++*+*+*+ +. * * * * + + + + + + + + + + + + + + + + + + + + + + + + I II x IL C II . ++ + +��+++++++++++++++++++++++++++++++ ++++++++ ++++++++++++++++++++• +++ + +*++1 31.33 27.68 + + + + + + + + + II I 1 III ++*+ ++ ++.*.++*+* + + ++++++++++++++ + + + + + + + + + + + + + + + + + + ., + + + + + + + + + + •• + + + ACCESSIBLE PARKING STALLS: 3 (51-70 SPACES 3 i IL 1 1 i 11! + +. 5 . + + + + + + + + + +.. . .�-+(i9 + + + + + + + + + + + + + + + + + + + + + + + + ' + + + 20 + + 19-LF 6-IN C900— PROVIDED PER 1 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++++++++++++ + + + +++++++++++* + + S{p *+`+++`+++`+++ *+ + +++++ ++++ O I BIDDERS ARE INSTRUCTED TO CAREFULLY REVIEW THE 1 1 I + + + + + + + + + + + + + + + + + + + + + ADAGUIDELINES) IL� 1 JI * * * * * * * * * + * + * + * * * * * - CONSTRUCTION DOCUMENTS AND THE SITE CONDITIONS. + + +*+++++++ +++++++++*+*+ +*+* m• * * F `j PROPOSED ROOF STORM SYSTEM l ILA j 1 r -0 + + + + + + + + + + + + + O INFORMATION REGARDING THE COMPLETE WORK OF SPECIFIC II I 1 III + + + 7 7 + + + + x BICYCLE PARKING SPACES: 2 (1 SPACE PER 25 4 1 1 + + + + (SEEPAGE BED) TRADES IS DISPERSED THROUGHOUT THE ENTIRE DOCUMENT SET + I ` * ` * ' ' VEHICULAR PARKING L��I +++++++++ ++++ • *+ •. 8 •' *+*+ +*+* STALLS AND CANNOT BE ACCURATELY DETERMINED BY REFERENCE TO -T--I--r-7--I--r-7--I-- _219-LF 12-IN C900 WATER MAIN ' + + * + * +* ++*+ OTHER THAN COMPLETE DOCUMENT SET. + + , + + + + + + + ., 4 + + + ++ + + + + + + + + + + + ♦ • + + + + =T=T=T- I I I I I I � III I-�I la-I •+*+++++++++* ++++ +++++++++++++++ + + +++4 ++*+ ■ I o Zoning Regulations' CONSULTANT • 12• + + + + + + ' + + + + + + + + + + • + + + x ��____ --- --- --- �—�-- T + + + + + �IL� + + + + + + + + + + + + + + + + + + + III I III I I + + + + + + + �_ + + + + + + + + o n+ + + + _ + + + + + + + + + + + + + + + + PRIMARY OWNER: TO FLAGSTONE LLC JII 75 1 25 + + + + + + + + I + + + + + + + \ I III +++++ I +++++ •' +++ ++++ 1249 I I ® ® ,$ I + +• + +++ +++++ +*+ ++++ ONTARIIO,AOR 97914E + + + + + + 11 + + + + - + + + + • �. + + + o+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + , + + + + + ' + + + + + + + x / + + + + + + + + + + + + + + + + + + + + + * * - * * * * * * * * * * * * * * * * * * PARCEL S1108244600 N + + + + + + + + + + + + + + + + + + + + + + + + + + + ' o : + + + + + + + + + + + + ++ THE + + + + + + + + + •1 + + + + + + + Elog� + + + •• • + + + + + + + + + (Y + + + . , . + + + + + CURRENT ZONING: C G '-- ,•1 • a + + + '; • • T /// I ❑ , + + + + + * + + 292 LF 12 IN C900 WATER MAIN O �q I 11 I I I I I + + •• * + * *4*+ + * " LAN D PROPOSED ZONING: C G (NO CHANGE) . r—Il I I Ilr� + + • ��•�' 7 • + + + + + + + + III I + + + + + + + + + + lI __III I I II�� + + + + + + • * + + ILL - --- -- -- -- -- --- _-- _ I I J Irk +*+* PROPOSED INTERIOR COURTY RD' • •` ••• •. ++ '+++'++ ++++ + + + + + + ***+ + + FRONT SETBACK: N/A T- * * STORM SYSTEM SEEPAGE BED + + + + , + + - I it I-�1 1 a-I 1 1 1 1 +++ ( ) f + + + + + + ++ GROUP +*+* REAR SETBACK: N/A �I -J--j- + ' * + ++++ o INTERIOR SIDE SETBACK: N/A + + •' + + + + + I + + •; . . � � .� • + + + + 1 1 ii I �23.53' ++ .~ + + Cp +`+*+ rr LANDSCAPE BUFFERS: ICI I L III + + + + + + + PROPOSED + + * * STREET: 25 FT FROM E. PINE AVE. (MINOR ARTERIAL) iL-A 1 I �I I 6.47' + + + + + + + + + • ' + ++++ + + + •*.• +++++ + + +++++ I o RESIDENTIAL USES: (NOT APPLICABLE TO SITE) -A �. + + + + 7 • 7 + + + BUILDING ++ + x �I 1 r II •++++*+++ +++*+++*+ + + + + + + + + + III 1 1 I �I + + + + + + + + + + + * + * + 10.05 MAXIMUM BUILDING HEIGHT: 65-FT PROJECT INFORMATION +L I 1 r III ++++++++ +++++++++ +++* r• .•• •• +++*++ V II 20i + I IL 1 1 L�I I + + + + + + + + + + + + + + + + II 1 + + + ' BEGIN 10 + + I 1 1 I II ♦+++++++t+++++++++ + + + + �IL-A 1 1 L�II + + + + + + + + + + + + + + + • �' •• ., + + + I I + + + + + + + + + + + + + + + + + III I 1 1 II + + + + + + + + + + + + + + + + • + + + IL �- + + + + + + + + + + + + + + + + + 10 END + +++*+ Material Legend FUTURE 'l� ++*+++*+ +*+++*+++ *+++�++++++++ -- + + + + + + ' r . ++ +++++ III I 1 + + + + + + + + + + + + + + + + + * + + I-� ++++++++ ++++++++++++ I +++++ I 1 1 I I + + + + + + + + + + I * +*+ * + + +++++++ ++++ + + + + + + + riL- , DEVELOPMENT - 1 PROPOSED FIRE ID A _ ++++++++ ++++++++++++ ++*, LANDSCAPE AREA •• . + + + + + + + + + + + + + STANDARD CONCRETE III r + + + + + + + + + + + + + + + + + + + + + + + + + .. I � ADDITIONAL .00 FOR FLATWORK IIL� 1 1 ~�I + ++*+++ +++*+++*++ * + + + + + *+** + + + + + NOT A PART 1 JI + + + + + + *+*+++*+++ * ., . 7 + * *, + + +*+*+*+*+ L I 1 r 11 + ++++++ *++++++++ + + + + + + + +*++ + + + + a i i1 1 I 11 +++++++++ , +I •* *++++ + *+ INFORMATION +II I 1 r RI + + + + 7 16 + + + + ILA 1 �L�11-LF 6-IN C900 : + + + + + : + + *****, ** •. ***** +++*+ II I 1 II + + * * * + + + * + + + * •+ * * + + + 94-LF PROPOSED FIRE SERVICE + + ++ + ++ . r + + + + • + + + HEAVY DUTY CONCRETE �L� 1 1 �71I ,� + +' *` + + + + + + + + + + * * ASPHALT PAVEMENT + + + + + + + + + + + + + I 1 II 2 + + + + + + + + + + + + + + + + + + + + + * * FLATWORK " Ilr� , ; I *+*+*+*+ +*+*+* + + •++++++++++++++++++++'+ + + + + *+*+ NORTHPOINT° �I I 1 JI + + + + + + + + * + + + + + + + + + + + + +` . + + + + IL r III + + + + + + + ++* 195-LFPEWATERSERVICE + + + + + + + + + + + + + + + +• o * + + ++ ++++++-* * ++++++++++++++ + 10.1+++++++++++++++++ ++++ _ AIL59.52'. + + + + + + + + + + + + + + + + + + + + + + + + + *_+ + + + + + + + + + + + + + + + + + + + tY R E C O V E R 1 5 � + + + + + + + + + +-109.02'+ + + + + + + - TEMPORARY GRAVEL III -A 1 I 111 + + + + + + + + + + + + + + + + + + + + + + + + + -+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++++*+++ +++*+++*+ +++++++ ++++++++++++++++++++++++++++++++++ +'+'+'+++*+++*+++*+++'*+'++'*+ +'*+'++' +'++++++++++*+++*+++*+++*+++*+++*+++*+++*+ *+*+ ACCESS I 1 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ... + + + + J I ■ ; / + + + + + + + + + + / — �— —�— + # CALLOUT NUMBERS COORDINATED OX 5 �„ 5 *+*+ Keynotes. TO NUMBERED NOTES BELOW. �Y�i ++++ 1. EXISTING SIDEWALK RETAIN AND PROTECTNORTHPOINT A �- + +r� orl- I �✓ - +*+ 2. EXISTING ELECTRICAL UTILITY- RETAIN AND PROTECT RECOVERY CENTER -- — — — — 95-LF 6-IN PVC SANITARY SEWER SERVICE- — — _ _ _ 3. EXISTING TELECOMMUNICATION UTILITY-RETAIN AND PROTECT CONNECT TO EXISTING SANITARY SEWER SERVICE STUB - E. STATE AVENUE 4. EXISTING CURB AND/OR GUTTER-RETAIN AND PROTECT MERIDIAN, ID 83642 CONNECT TO EXISTING PROPOSED WATER METER 6 1CAD WATER SERVICE STUB / EXISTING PVC SEWER SERVICE STUB 5. EXISTING LANDSCAPE- RETAIN AND PROTECT xM xM xM xM xM xM xM xM xM xM -XAA xM- -xnA xM xM xM xM Wx Wx 4 6. EXISTING SIGN - RETAIN AND PROTECT KEY PLAN —� PINE AVENUE x �-IRR IRR IRR IRR IRR IRR 7. 16 IN HEIGHT, 18 IN WIDTH SEAL WALL. LENGTH PER PLANS. EXISTING 12 IN WATER MAIN TO BE CONNECTED TO X x 8. BICYCLE RACK XSS xSS xSS XSS � x SSx�SSx 9. MONUMENT SIGN SSx SSx SSx 10. 4-FT HEIGHT FENCE x 10.1. 4-FT HEIGHT, 3-FT WIDE MAN GATE X UC UCx U UCx UCx UCx UCx UCx UCx UCx UCx UCx UCx UCx UCx UCx UCx Cx UCx UCx I UCX— UCx UCx UCx UCx UCx UCx UCx 11. SITTING BENCH FOX--FOX FOX FOX FOX FOX FOX FOX FOX FOX FOX FOX FOX FOX F FOX FOX Ox FOX FOx FOX FOx F x FOx FOX FOx FOx FOx 12. TRASH ENCLOSURE Eny FOX F FOX FOX FOX FOX FOX FOX FOX FOX FOX FOX Fox FOX FOx FOX— FOX Ox FOX FOX--FOX 13. KITCHEN LOADING AREA N xM 14. ACCESSIBLE PARKING STALL AND LOADING AREA PER ADA GUIDELINES Cn o X I15. COURTYARD AREA 16. PATIO AREA �I E ISSUES - Conditional Use Permit-Site Plan 30 601 MARK DATE DESCRIPTION Horizontal Scale: 111 = 301 PHASE AHJ SUBMITTAL DOCUMENTS DATE DECEMBER 22, 2020 JOB NUMBER 20-036 SHEET NAME CONDITIONAL USE PERMIT - SITE PLAN SHEET NUMBER C1 ■