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HomeMy WebLinkAboutPlan, Tentative APPLICANT 3/22/2007_T-•.... BL UEBELLE WAY EXIST. GATE 10' D/W TO BE REMOVED v 8 WW S 9 89 2 32 E EXIST SAN MH QQv RIM = 483.68' 8" FL (E) = 476.72' 8» FL (W) = 4 76.7 1 ' 8" FL (N) 476.98' EXIST 6' CHAIN LINK FENCE 4 TO BE REMOVE of oQ 3 q "A .,. GRASS EXIST. 6' CHAIN 1')' t7ft/":' DfYE° LINK FENCE r II ).mac •i 4S t - - ,. +J 1 III SHEET INDEX a I Q I EGEND SHEET Cl SITE ASSESSMENT OF V { PROPERTY LINE EXISTING CONDITIONS W I I FENCE SHEET C2 SITE PLAN AND GRADING & CURB PA VING PLAN { .... EDGE OF A c SHEET I LANDSCAPE NDSCAPE PLAN -- — EASEMENT , y i iw Oa FOUND MONUMENT SIGN ' T LIGHT POLE WITH ARM III  SITE DATA III o -- POWER POLE Ll TEL RISER II . o ® pL (I I o WATER METER I BASED ON FLOOD INSURANCE RATE MAP N0,  M '.  I I MAILBOX 41039CII62 F. THIS PROPERTY IS OUTSIDE THE W ; WATER VALVE 100 YEAR FLOOD ZONE I C) P-- —. @o MANHOLE C12 I ii,w ® CATCH B14SINIAREA DRAIN SOIL ZWES _ ..., ACCORDING TO THE SOILS SURVEY of LANE EXIST SAN MH COUNTY, CONCRETE THE EXISTING SOIL IS: 101 OXLEY-  0 II  V URBAN LAND f ..__ . GRAVEL COMPLEX (HIGH WATER TABLE ( . RIM = 484.12  _ f » s I 8 F N -- 47 S 0. 5 ,...,. L 475.22' BUILDING TO .REMAIN I t' SINCE E TH f E EXISTING RESIDENCE E HAS. J BEEN co _ L E 47., 4 I 5 3 c ) 4 ON TH E /T 5 FOR OR BUILDING T D I L !NG 0 E B R CAD . E REMOVED . ES AND N . M S N .: Q w F - h M L 47 514 = ., r C  e aCi t  T ,. APPA ` R T S EN S UE. 1. .J i,H.. I To :. OHP  . ...  . EXISTING IlilG VERHEAD POW 1 . Z ER L.1lIE ASSUME THAT THE SOIL IS SUITABLc . ; E EXISTING UNDERGROUND POWER LINE FOR THE PROPOSED CONSTRUCTION, AND - .. I ...- EXIST 4, CHAIN THAT A GEOTECHNICAL REPORT /S NOT ,.,.  LINK FENCE T EXISTING TELEPHONE LINE NECESSARY. C3  - W EXISTING :'ATER LINE THE FOUNDATION OF THE EXISTING RESIDENCE  F.. ~-- lS A CONVENTIONAL ST M > -... Ci  ---WW EXISTING WASTEWATER SEWER E WALL AND FOOTING, p 'C 32' P V1NG I ( AND WAS PROBABLY CONSTRUCTED WITHOUT V) w t { O ST EXISTING STORM WATER SEWER STEEL REINFORCEMENT. THE PROPOSED 20 YEAR TIME OF TRAVEL LINE DWELLINGS WILL USE A SIMILAR STEMWALL i AND FOOTING FOUNDATION WITH STEEL ao REINFORCEMENT. (SEE FOUNDATION PLAN). Q DECIDUOUS TREE 2 o  ° ° N - ACCORDING TO THE WELLHEAD PROTECTION ,., 4 W ,_ m AREAS MAP THIS SITE 1S WITHIN THE 20 YR. ° f y TREE TO BE REMOVED TIME OF TRAVEL ZONE TO MA IA. o J W CONIFEROUS TREE P I W Lwi 1 • 20 20 wool tj ( E ST a .. ,0 1 cn ' ( o Iv . 55 R/W J o • ` • q o co 0 co bx °j co 43x7© co v d „ to • H fps I  MAIN ST co co 8LUEBELLE N WY a to a. ELLIA 4 U i I ST J IT - ? -~ c DATE ARCH 2 , 2 -- =` )AISY ST M 2 00 SCALE 1 20' 1100TH KELLY DRAWN ARS t BY LEGEND DESIGNER ARS -6 FIREHYDRANT HOLLY ST CHECKED GRAPHIC SCALE ® BUS STOP BY JAB 20 a _ i o 20 40 PROJECT 0 NUMBER 5 -041 c IN FEET) . JASPER RD SHEET NO. Planner: AL It" r ti-O vicimff SCALES NONE OF  SHEET (S) , to Z O H CL w a O w 0 W Z 0 V) W w •• W Q D +J 1 III SHEET INDEX a I Q I EGEND SHEET Cl SITE ASSESSMENT OF V { PROPERTY LINE EXISTING CONDITIONS W I I FENCE SHEET C2 SITE PLAN AND GRADING & CURB PA VING PLAN { .... EDGE OF A c SHEET I LANDSCAPE NDSCAPE PLAN -- — EASEMENT , y i iw Oa FOUND MONUMENT SIGN ' T LIGHT POLE WITH ARM III  SITE DATA III o -- POWER POLE Ll TEL RISER II . o ® pL (I I o WATER METER I BASED ON FLOOD INSURANCE RATE MAP N0,  M '.  I I MAILBOX 41039CII62 F. THIS PROPERTY IS OUTSIDE THE W ; WATER VALVE 100 YEAR FLOOD ZONE I C) P-- —. @o MANHOLE C12 I ii,w ® CATCH B14SINIAREA DRAIN SOIL ZWES _ ..., ACCORDING TO THE SOILS SURVEY of LANE EXIST SAN MH COUNTY, CONCRETE THE EXISTING SOIL IS: 101 OXLEY-  0 II  V URBAN LAND f ..__ . GRAVEL COMPLEX (HIGH WATER TABLE ( . RIM = 484.12  _ f » s I 8 F N -- 47 S 0. 5 ,...,. L 475.22' BUILDING TO .REMAIN I t' SINCE E TH f E EXISTING RESIDENCE E HAS. J BEEN co _ L E 47., 4 I 5 3 c ) 4 ON TH E /T 5 FOR OR BUILDING T D I L !NG 0 E B R CAD . E REMOVED . ES AND N . M S N .: Q w F - h M L 47 514 = ., r C  e aCi t  T ,. APPA ` R T S EN S UE. 1. .J i,H.. I To :. OHP  . ...  . EXISTING IlilG VERHEAD POW 1 . Z ER L.1lIE ASSUME THAT THE SOIL IS SUITABLc . ; E EXISTING UNDERGROUND POWER LINE FOR THE PROPOSED CONSTRUCTION, AND - .. I ...- EXIST 4, CHAIN THAT A GEOTECHNICAL REPORT /S NOT ,.,.  LINK FENCE T EXISTING TELEPHONE LINE NECESSARY. C3  - W EXISTING :'ATER LINE THE FOUNDATION OF THE EXISTING RESIDENCE  F.. ~-- lS A CONVENTIONAL ST M > -... Ci  ---WW EXISTING WASTEWATER SEWER E WALL AND FOOTING, p 'C 32' P V1NG I ( AND WAS PROBABLY CONSTRUCTED WITHOUT V) w t { O ST EXISTING STORM WATER SEWER STEEL REINFORCEMENT. THE PROPOSED 20 YEAR TIME OF TRAVEL LINE DWELLINGS WILL USE A SIMILAR STEMWALL i AND FOOTING FOUNDATION WITH STEEL ao REINFORCEMENT. (SEE FOUNDATION PLAN). Q DECIDUOUS TREE 2 o  ° ° N - ACCORDING TO THE WELLHEAD PROTECTION ,., 4 W ,_ m AREAS MAP THIS SITE 1S WITHIN THE 20 YR. ° f y TREE TO BE REMOVED TIME OF TRAVEL ZONE TO MA IA. o J W CONIFEROUS TREE P I W Lwi 1 • 20 20 wool tj ( E ST a .. ,0 1 cn ' ( o Iv . 55 R/W J o • ` • q o co 0 co bx °j co 43x7© co v d „ to • H fps I  MAIN ST co co 8LUEBELLE N WY a to a. ELLIA 4 U i I ST J IT - ? -~ c DATE ARCH 2 , 2 -- =` )AISY ST M 2 00 SCALE 1 20' 1100TH KELLY DRAWN ARS t BY LEGEND DESIGNER ARS -6 FIREHYDRANT HOLLY ST CHECKED GRAPHIC SCALE ® BUS STOP BY JAB 20 a _ i o 20 40 PROJECT 0 NUMBER 5 -041 c IN FEET) . JASPER RD SHEET NO. Planner: AL It" r ti-O vicimff SCALES NONE OF  SHEET (S) , BL UEBELLE WAY PROPOSED a 24' D/W WW SITE DATA MARCH 22, 200 SUE COY BADE TABVLA7ION 1 " = 20' TOTAL SITE AREA: . . . . . . . 17,935 sf= . . . I00X OF TOTAL BUILDING FOOTPRINT AREA 4,356 sf: . . . 24.3% OF TOTAL PAVING AREAS. . . . . . . . . . 1,586 sf. . . . 8.8X OF TOTAL LANDSCAPE AREA. . . . . 11,993 sft 66.9x OF TOTAL CROSS FLOOR AREA EXIST RESIDENCE FL 00 05-041 R AREA• . . . 1.139 sf PROPOSED DUPLEX FLOOR AREA . . . . . . 5,352 sf (TOTAL AREA FOR 80TH) { ( I !W! TOTAL GROSS FLOOR AREA . . . . . . . . 6.491 sf PARKING EXlS TING PARKING: 2 SPACES ilk REQUIRED PARKING= 14 SPACES PROPOSED PARKING., lO SPACES ` PARKING AND VEHICULAR AREAS . . . . . . 867 sf EXCLUDING GARAGE AREA) lI STORM RUN OFF FROM SITE WILL DRAIN NORTH TO BLUEBELLS WAY. ALL ROOF DRAINS TO WEEP HOLE TO CURBS AS SHOWN. i I {iu{ 42ND STREET IMPROVEMENTS, SCHEDULED TO TAKE PLACE BY THE CITY, WILL INCORPORATE A STORM SYSTEM TO PICKUP  I {{ DRAINAGE TO THE EXISTING CATCH BASINS ON BLUEBELLE WAY. THIS WILL ELIMINATE THE OVERLOAD TO THE CURRENT SYSTEM. _ III ( CUT AND FLU W ! o NONE i'Y DWSr a a 8" ST - STM INLET - - A  5 D.U. 10.41 AC - 12.1 D.U. /AC ' NOTES, 4 82 58 479.32' 1. SIDEWALKS WILL BE CONSTRUCTED, _ _ d+ PRIOR TO ANY NEW — EXIST. 4' CHAIN ^ { OCCUPANCY ON THE SITE. LINK FEN 2• THE DRIVEWAY FOR THE EXISTING RESIDENCE CE . (..i   CE WILL BE PAVED TO j( THE PROPOSED 42ND STREET RIGHT -OF -WAY. DRIVEWAY APRONS WILL 8E INSTALLED W ITH THE SCHEDULED IMPROVEMENTS TO 42ND STREET. •\ 4 { 3. EXTERIOR BUILDING LIGHTS SHALL BE PROVIDED ON EACH RESIDENTIAL STRUCTURE. ALL LIGHTING MUST BE DESIGNED, POSITIONED AND SHIELD ED TO REFLECT AWAY FROM .ADJACENT RESIDENTIAL PROPERTIES BY REDUCING MAXIMUM MOUNTING Q A GL { HEIGHT TO 8 FEET AND USING FACTORY SHIELDING. 7' P.U.E. J f / { EXIST I LINK FENC§ { 32' PA VING I GRASS_ ° { : X ; ! LEGEND 15' Riw i { PROPERTY LINE `" '` , , VISION TRIANGLE DEDICATION{ PR Op Vfis} 7 P.U.E. --j G E EXIS TING FENCE T`RiNL , 71 h EXISTING CURB X ' EXISTING AC — EASEMENT EXIST GATE I 0 FOUND MONUMENT PAVE EXISTING 1 0 { cv - o RAVEL DRIVEWAY ,pv co EXISTING CONTOUR a' o EXISTING SPOT ELEVA TION 20' 20' _ X EXISTING CONCRETE 55' R/W EXISTING GRAVEL '> > EXISTING BUILDING Co w EXISTING DECIDUOUS TREE co ; PROPOSED TREE s y I EXISTING DECIDUOUS TREE TO R BE EMO. VED { EXISTING CONIFEROUS US TREE I =Ep SIGN LIGHT POLE WITI ; ARM -- POWER POLE - ® CA TCH BAS1NIAREA DRAIN ® MAILBOX O TELEPHONE RISER o WA TER METER r DATE MARCH 22, 200 SCALE 1 " = 20' DRAWN ARS BY DESIGNER ARS CHECKED JAB BY PROJECT 05-041 NUMBER .-v EXISTING STQRMWA TER SEWER SHEET NCB, —WW— PROPOSED WASTEWATER SEWER -- ST- ---- PROPOSE WATER LINE W PROPOSE WA TER LINE Date Received: PIA n rti AL IOF 3 SHEET(S) Zof3paS t i „'1 <` t ' ~-, t ___ j