The URL can be used to link to this page

Home My WebLink AboutPlan, Tentative APPLICANT 6/26/2007II I'f SHEET INDEX LEGEND SHEET T Cl SITE ASSESSMENT OF co EXISTING CONDITIONS PROPERTY LINE FENCE SHEET C2 SITE PLAN AND GRADING CURB PA VING PLAN EDGE OF AC SHEET L I LANDSCAPE PLAN EASEMENT 0 FOUND MONUMENT SIGN LIGHT POLE WITH ARM SITE DATA POWER POLE 6" W— 6 W- A 4 4;Q 44 . . . . .4 , - : A' m TEL EPHONE RISER d FLOOD PLAIN QT WATER METER SED ON INSURANCE RA TE MAP 0. T STM INLET MAILBOX F. THIS PROPERTY IS OUTSIDE THE /00 YEAR FLOOD ZONE. IM = 482.58 WA TER VAL VE BLUEBEUS WAY qj - T lj8" FL 4 79.32 MANHOLE -N i @ EXIST. EXIST STM INLET' co EXIST 4' CHAIN SO4 T"ES` 11 CATCH BASIN /AREA DRAIN GATE ul) uj c\I RIM 482.71' LINK. FENCE ACCORDING TO THE SOILS SURVEY OF LANE CONCRETE 10' 01W TO I – .8" FL 480.71 ' EXIST SAN MH COUNTY, THE EXISTING SOIL IS. /0/, OXLEY BE REMOVED GRAVEL URBAN LAND COMPLEX (HIGH WATER TABLE ---n- E — — — RIM = 484.12' 4 Is 0.51 - /.51). 4 8 FL (N) 475.22' BUILDING TO REMAIN SINCE THE EXISTING RESIDENCE HAS BEEN (o --A ON THE SITE FOR DECADES AND HAS NO 200.00 FL 4 75.43' 81 WW S 892932't E 8 -j BUILDING TO BE REMOVED 8" FL 475.14' PPARENT ISSUES, IT IS REASONABLE TO OHP— 'EXISTING OVERHEAD POWER LINE 10, , 1 11 1 1 - I., ASSUME THAT THE SOIL IS "UJABLE EXIST SAN MH Q ti r Q- —E— EXISTING UNDERGROUND POWER LINE FOR THE PROPOSED CONSTRUCTION, AND EXIST CHAIN I 'THAT A GEOTECHNICAL REPORT IS NOT IV (o -1 W q RIM = 483.68" lo/ LINK FENCE T— EXISTING TELEPHONE LINE NECESSA R Y. 8" FL (E) 4 76.72 (/v W EXISTING WATER LINE THE FOUNDATION OF THE EXISTING RESIDENCE 8" FL (W) 476.71' !s GRASS I IS A CONVENTIONAL STEMWALL AND FOOTING, 8" FL (N) 476.98' EXIST 6' CHAIN, WW EXISTING WASTEWATER SEWER -, /, AND WAS PROBABLY CONSTRUCTED WITHOUT 32' PI VING STEEL REINFORCEMENT. THE PROPOSED LINK FENCE ST— EXISTING STORMWATER SEWER TO BE REMOVED DWELLINGS WILL USE A SIMILAR STEMWALL co 20 YEAR TIME OF TRAVEL LINE AND FOOTING FOUNDATION WITH STEEL EXISTING R EINFORCEMENT. (SEE FOUNDATION PLAN). .32#x,35-1 HOUSE X TO REMAIN I -41 DECIDUOUS TREE WELLHM PROTEC77ON x OAP ACCORDING TO THE WELLHEAD PROTECTION X' GRASS < -cal AREAS MAP, THIS SITE IS WITHIN THE 20 YR. TREE TO BE REMOVED TIME OF TRAVEL ZONE TO MAIA. CONIFEROUS TREE EXIST. GATE, EXIST. 6' CHAIN. 06PVE-'-;`--- - A sl! W W Lu Imo. LINK FENCE T o 40' 118% • • E E 0 E ST S 89*29"32'* E 200.00' 7' P. U. 155' RIW EXIST. 6' CHAIN 1 11 ( "-A/ , LINK FENCE /F O'l co 2 IS) co 43RD © co Nv co MAIN ST co co X i— co BLUEBELLS ANo lo` WY ze co ELL 1A Z CC S DAISY ST AP BOOTH KELL y LEGEND HOLLY ST FIREH YDRA N T GRAPHIC SCALE BUSS TOP 20 0 10 20 40 IN FEET JA SPER RD 6 fillui P 01- 1' 7 S 6 1111 rl Llu Date, -Received: 22 Ota AL TAX MAP I TAX LOT 2q02 vi t;livuu X JmLqr SCALE: NONE 00 z 0 Z (1) 0 LAJ 0 > LLJ 0 ui -d INNN.., LL. LLJ 0 LLJ 0 •t CL Lu Cz, (::) :zz CL 0 *Tj V) LLJ U V) N 4 'flkt u Lo 4r V) Q) LLJ V) Q: 00 ct Ift", "N"Ill" (/) LAJ Lu CL Q • 1. I Z o 0 cl-m 41: co INNN.., LL. LLJ 0 LLJ 0 •t CL Lu Cz, (::) :zz CL 0 *Tj V) LLJ U V) N 4 'flkt u Lo 4r V) Q) LLJ V) Q: 00 ct Ift", "N"Ill" (/) LAJ Lu CL Q • 1. I Q. e-wi ;4 0 V • rAM4 0 " DATE JUNE 22., 2007 SCALE 1 is = 20' DRAWN ARS BY DESIGNER ARS CHECKED JAB BY PROJECT 05-041 NUMBER SHEET NO. OF 3 SHEET(S) Z o 0 cl-m 41: co Q. e-wi ;4 0 V • rAM4 0 " DATE JUNE 22., 2007 SCALE 1 is = 20' DRAWN ARS BY DESIGNER ARS CHECKED JAB BY PROJECT 05-041 NUMBER SHEET NO. OF 3 SHEET(S) tD SITE DATA SITff GOYMRAGE TABULATION '' o E_- TOTAL SITE AREA: . . . . . - 17.935 sf- 100% OF TOTAL a BUILDING FOOTPRINT AREA 4.356 sf: 24.3% OF TOTAL Z N O W PAVING AREAS= 1,586 sf: 8.8Z OF TOTAL ° LANDSCAPE AREA= 11,993 sfo . . . 66.9% OF TOTAL w o GROSS FLOOR AREA W EXIST. RESIDENCE FLOOR AREA, . . . . . . . . 1,139 sf o PROPOSED DUPLEX FLOOR AREA: . . . . . . 5,352 sf (TOTAL AREA FOR BOTH) i I I , TOTAL GROSS FLOOR AREA= . . . 6.491 sf _ I PAiiNG I j ( I EXISTING PARKING 2 SPACES I o I I REQUIRED PARKING= 10 SPACES III f PROPOSED PARKING: 10 SPACES ' j PARKING AND VEHICULAR AREAS . . . . . . . . 867 sf I, . I co (EXCLUDING GARAGE AREA) > I STORK RUNOFF ,.., co I Q (v STORM RUN OFF FROM SITE WILL DRAIN NORTH TO BLUEBELLS y WAY. ALL ROOF DRAINS TO WEEP HOLE TO CURBS AS SHOWN. LLI REPLACE EXISTING LIGHT I I `x' I I I, 42ND STREET IMPROVEMENTS, SCHEDULED TO TAKE PLACE BY " FIXTURE WITH WITH A V p¢ 100-WATT HPS FIXTURE © p¢ I I I THE CITY, WILL INCORPORATE A STORM SYSTEM TO PICKUP Z W DRAINAGE TO THE EXISTING CATCH BASINS ON BLUEBELLS WAY. Ia THIS WILL ELIMINATE THE OVERLOAD TO THE CURRENT SYSTEM. w w III CL_ CUT AND FIU 6 0 NONE <s a I DENSffY ST STM INLET - A 5 D.U. 10.41 AC = 12.1 D.U./AC r WEEPHOLE'TO i r NOT HS. Lii IEBEI,E WA Y GUTTER _ ~- _ -_- co •1IM 482.58 - -. - c _ ::z - 8 FL - 479.32 1 • SIDEWALKS WILL BE CONSTRUCTED PRIOR TO ANY NEW CL EXIST STM INLET -" - - ----- OCCUPANCY ON THE SITE. PROPOSED PROPOSED o EXIST. 4 CHAIN + j 2• THE DRIVEWAY FOR THE EXISTING RESIDENCE WILL BE PAVED TO 24' DI 24' DIW ` N RIM 482.79' LINK FENCE 8" FL = 480.79' . - ( 0 _T= THE PROPOSED 42ND STREET RIGHT-OF-WAY. DRIVEWAY APRONS -•. WILL BE INSTALLED WITH THE SCHEDULED IMPROVEMENTS TO --- ' 42ND STREET. Lu • PROPOSED 5 SIDEWALK,-. ° ` d 8 WW cn fo rnn jjtt! 3• EXTERIOR BUILDING LIGHTS SHALL BE PROVIDED ON EACH.i A/1- - -- -.% F (! 1 RESIDENTIAL STRUCTURE. ALL LIGHTING MUST BE DESIGNED, _ jj z- • _. ; e = II ci PQSl7/ONED AND SHIELDED TO REF T j LEC AWAY" FROM ADJACENT ,`' EXIST SAN MH - _. _., ..._ ` ._.._.` - 4 • ' . _ • }v_ ,:7 , a 4 P - r VLSI x• RESIDENTIAL PROPERTIES r3Y REDUCING MAXIMUM MOUNTING LJLJ HEIGHT TO 8 FEET AND USING FACTORY SHIELDING. RIM - 483.68 li ` ii QQ Q QQ Q L Q P.U.E. 4 7' : 8 FL(E)- 476.72 PvJP: s • • 44 () 476.71' EXIST CH ' 8" FL (N) - :476.98' • ° LINK FENCE ,r 32 PA VING I 4 LEGEND GRASS x ( EXISTING ¢` '` I W . ..., i t-- p 32 x35 A 4. HOUSE f, f. r t VJSION TRIANGLE PROPOSED PROPOSED .. { PROPERTY LINE. fVISJ, U 1, 609 SF 1, 609 SF A -- J -... ' o --•.. '( ., 7 P.U.E. -"``I C0 I 1 f1 IG o to DUPLEX DUPLEX f` -- EXISTING FENCE 1 LA.. 00 t w EXIST. 6' CHAIN Y,, ( EXISTING CURB ,f CL +Q i LINK FENCE 1Q, 13.9 ;o - 1 t .. X I ( EXISTING AC I EASEMENT 5 P n EXIST. ~ t - O GATE I I O FOUND MONUMENT - GRAVEL DRIVEWAY' ``, PAVE aI oc'c"' ' Z E EXISTING _ `. ._ i v cv= 460 EXISTING CONTOUR - rr ° 0 TO REMAIN 2 VEL DRIVEWAY 1D ' _ ( Cf' I _ a w - - ..._. a EX /STING SPOT ELEVATION t'? EXISTING CONCRETE'3 7 P.U.E. 7 P.U.E. , _ 7'. P.U.E - - 55' R/W - EXISTING GRAVEL EXIST. 6' CHAIN ' EXISTING BUILDING • LINK FENCE. V co 20' 1Z ip EXIS TING DECIDUOUS TREE t cxD I ( PROPOSED TREE CO 0 .-. o EXISTING DECIDUOUS TREE TO BE REMOVED d d o I I bx EXISTING CONIFEROUS TREE I to* F, j SIGN 'b Q I LIGHT POLE WI r H ARM -f- POWER POLE w • . ® CA TCH BASINIAREA DRAIN m8 MAILBOX v O TELEPHONE RfSFR © WATER METER v WATER VALVE ® MANHOLE DATE JUNE 22, 2007 ^ CLEANOUT : SCALE ) = 20 u CATCH BASIN WITH OIL /WATER SEPARATOR DRAWN PROPOSED CONCRETE BY ARS PROPOSED BUILDING - —OHP- - EXISTING OVERHEAD POWER LINE DESIGNER ARS GRAPHIC SCALE - -UGP -- - EXISTING UNDERGROUND POWER LINE CHECKED J 30 o 15 30 60 W— EXISTING WATER LINE BY AB PROJECT -°-- War -°- EXISTING WASTEWATER SEWER NUMBER ®'S -U4f t W FEET °°°°•°ST°°° EXISTING STORMWA TER SEWER SHEET NO. - ---WW ---- PROPOSED WASTEWATER SEWER - -ST--- PROPOSE WA TER LINE Date W PROPOSE WATER LINE pryryn i Y _ A OF SHEET(S)