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HomeMy WebLinkAboutT-5062 - Map - 10/20/2005 �fV f)F'TH 1!4 CORNER.,.._i�. . .._.. . � . _.. _..�. . �. . �. . _.._ . ,. . ..__ . ...� . �. . ..�. . M . ..... . �. . _._. . ._.,. . _._. 2=,, T 13 ( SP AANTENUE Q A w E. SE WE.�? MANHOLE fl-=4`86 001 E:UOJECT S1 TE 1 I ! � Q IL W I I N.T.S. `v r T AK TA A YOUE H) FGUNv 3/4" IRON PIPE ,. FC;i1NQ /4" IRON PIPE j _ SET H.N.& T,N , Ex. f~'P. W TRANSF.--_., - WYC 5" FLUSH, NO TAG ON W SIDE: UNDER- I I ' O1 e 2,4 OX N E..G� =:9i 6E l� �I �' AGGEQ RCE i�t tr ' tl 41 290.55 ,. r y494 + 7 c a n +C rnn_-n+ zr, I E 3,'' X4'HIGH 29159 SE F17liNQ EENT PIPE ,:Rc1UNC] stW S'lOF �� Iii., kl 29t�.7 29 � 2.G, tirdC STANDPIPE �.. L," 2y 1. �„ ��� r,. u.�i.c i CNS. STAN Plrk _:. Vz `� X. 36'6STA P,..W'-" - _...__u_-_. _ _..__ - -.__... za . tai 28E' 4 a + 35' i I - UL - ) 3 irn 3DUTY ma -1 N..S.k E. ;L Rr')W IP RitiEr� P�1 .+ 4 2. 7 IN I rte 51 SET H.N&i.6I1NJ� �9i1_-- -----,P,'-0 a �^ IW N) IN h IRf?l RISER:-,. ml 36`0X4 5'HICH LW 5 , +300.0 INDICATES EXISTING GROUND ELEVATION �� � 6 _. C'w+Z.J ,'EX TE# PIPt: , 289"4 �'T (W OWN. T Trip -- TC=300.00 INDICATES EXISTING TOP OF CURB ELEVATION -., Fx. D S h'IER , {� a0'� +`�i� 4 29, 2g�1,�; Gg.300.00 INDICATES EXISTING GUTTER ELEVATION iw I DSC. I, r.; - P-300.©0 INDICATES EXISTING O'AVEMENT ELEVATION N ,C", " C - ,, � 3:00.0'0 INDICATES EXISTING EDGE OF PAVEMENT ELEVATION I � , CL-3M00 Ii+ CATES €XISTING CENTERLINE ELEVATION I ' y _ 8=300.00 ON T GA'i�S� EXISTING TDP OF BERM ELEVATION ..., •; a � - INS I t - I IRR; �r.NrRo�. -�.: v�xaHic;H c••304.84 INDfCATEs EXISTING CONCRETE ELEVATION ' Ct:fNr:STANQPjP_ FL-300.00 INDICATES EXISTING FLOW LINE ELEVATION s�,S TOP=300:0 INDICATES EXISTING TCP OF OBJECT ELEVATION i t� y IN(XCATES PROPOSED DRAINAGE DIRECTION • 1. EXISTING G. R GM _ " 'w-N _. 'l PROPOSED ZONING:PtG. R 2/U ON � f • ,.. s - I,r _ s B OF BE I 3 USE a- *�F� .. �a .� ?sy.e �9,. +{. 28 ., EXISTING G VACANT. 2.30.2. , ets XI T f�i _ . " 4. ALL EXISTING STRUCTURES WITHIN THE SUBDIVISION /4 OF SECTION 23, THE IIST LINE OF E NORTHEAST 1 BOUNDARIES SMALL BE REMOVED. TOWNSHIP 13 SOUTH. RADE 19 EAST, MOUNT #SIA LO RASE 5. THERE ARE NO GRADE DIFFERENCES GREATER THAN 6 I h:ten , ►�,.�ti . ,Pt AND MERIDIAN ACS #SING TO THE MAP OF THE RESURVEY fx�wry �•' I i ! AGGI t? y, RECGRIM IN OW 11, PAGE 57 OF RECORD OF SURVEYS, INCHES TO ADJACENTPROPERTIES. . " FRESNO COUNTY RECORDS, TAKEN TO BE N 00*00'00" E. i 6. WATER SUPPLY BY THE CITY OF FRESNO. SEWAGE DISPOSAL BY THE .CITY OF FRESNO. 7. U� 1ID LLE�;TR�i^,. POWER A 1D GAS' BY-P.G.& E. UNDERGROUND TELEPHONE By SIBC, CABLE BY COMCAST, CV 1 4� S6TANARt1SSTREET AI P`G.dc E RE {IREN R CITY (] FRESNO 9. FIRE HYDRANTS TO BE INSTALLED PER CITY OF 288 9 . __..__...._._. FRESNO ' I+ ,t� STAN- A1S K7 ,� ,ao •� f - ! 239.6 289. 289.L� + J 10. UTILITY LOCATIONS AND SIZE TO BE PER SUBDIVISION 4, ��' r;; EiE )�t�f�_,�TES +� �. 4,288 9 28E +z s.f ASHCAN CITY BENCHMARK IIS IMPROVEMENT PLAN TO BE SUBMITTED AT THE TIME OF c ix �+ I ' FINAL SUBDIVISION APPROVAL. BRASS CAP ON Ct1R8, QST RETURN, hiC�RThfv' ST I j CORNER OF ASHLAN AND BLYTHE AANUES. 11. SIDEWALK, Gi1R$, GUTTER AND STREET PAVING 1`0 BE AT N 95.420 U.S.G.S. DATUM INSTALLED PER CITY OF FRESNO STANDARDS. ELEv Iv z I LQ I I z 12. STORM WATER DRAINAGE BY SURFACE STREET GUTTER CONTAINS 9.21 t ACRES TO F.M.F.C.D. FACILITIES. =' 13. THI� SUBDIVISION HAS','BEEN DESIGNED TO PROVIDE v ; ao TO THE EXTENT POSSIBLE FOR THE OPTIMUM USE OF i - 3- "N ?y .� ^ PASSIVE AND NATURAL. HEATING AND COOLING AND OTHER WN ` `�.� �`�,, �" '� MEASURES THAT Cf�+ISIEAf'V'E NON RENEWABLE ENERGY USING 3-��._ =tip '=• -v SHADE CANOPY LANDSCAPING AND ENERGY EFFICIENT HOUSEHOLD APPLIANCES. 2b13_;:� 28 a 9. 14. ALL IMPRO\CMENTS PROPOSED TO BE MADE INCLUDING r tiC' SEINER, WATER, ST4RMDRATN, SHALL N, G � I-,- � - ,� :,� i, STREET LIGHTS CURB GUTTEP I► �; s . �"b Mut -�oRKED SIDEWALK AND PERMANEN PAVEMENTS LL BE INSTALLED �1CL �'BUS,- 289.0 uso PER CITY OF FRESNO STANDARDS. I , 289 SET H N& TIN + 1 ELE v.-288.4040 r l� AF'N# 311 -210-22 Ii ► Q: 12{ 311 -210-23 I, h 311 ' 210-24 I •� A _ 311 -210-30 Q ( SET & -II_ 311 -210-29 1 ELL V,= 88.95 1 i _ 1 a_" I I I w CONTOUR INIERVL � 0.�� I II a 6 8.f 288.4 7 8.4 3 288. 1 (� I 8-._. X28 �. . '1v� 98 2 3 LEGAL DESCRIPTION ENTATIVE TRACT MAP I I NATE: NO EASEMENTS EXIST WITHIN THIS o' I SUBDIVISION FOR THE PURPOSE OF DRAINAGE, PARCELS 1, 2, 3 AND 4 OF PARCEL MAP No. 41, 9, ACCORDING TO ACCEPTED FOR PROCESSING FrUNC 3j4ICON �'iPE SEWERAGE, PRIVATE OR PUBLIC WATER LINES, --. I DOWN 12" THE MAP THEREOF RECORDED IN,BOOK 27, PAGE 26 OF PARCEL MAPS, I TAGGEo Rc9,�a PUBLIC UTILITIES, IRRIGATION CANALS OR FRESNO COUNTY RECORDS. 287.8' OTHER PURPOSES. ®CT 2005 E CITY OF FRESNO CONTAINS 9.6± ACRES (GROSS) 9.2± ACRES (NET) ANNING&DEVELOPMENT DEPT I I{ ALL STRUCTURES SUCH AS BUILDINGS, WATER WELLS, PLANNING DIVISION Zh POWER LINES, TOWERS. ETC., SHALL HE REMOVED FROM 2�e_ THIS SITE. I +'QB 4 kl � U ALL EXISTING UNDERGROUND FEATURES SUCH s r� 2B3 AS WELLS, CESSF>OOIwS, SETS, CUIr.VERTS, 288.9 No . STORMt3RAIN, DUMP SITES. AND OTHER T TATI RACT :? UNDERGROUND STRUCTURES SHALL BE REMOVED FROM THIS SITE. A FOR CONDO NUM PURPOSES THERE ARE NO CANALS OR PRIVATE �DITCHES LOCATED WITHIN THIS � S '� � FO I TN M CITY OF FRESNO., COUNTY OF FRESNO, STATE F ALI RETIA SUBDIVISION. g - -- - -- - 4 '=OUND 3rd" IRON PIPE +�„t_ fi31.1 fYO P0114TE P'ART'NERSHIP I �E�`-� �-^ r.- ✓_.- F'„A��,t Ta GY�AV 10", f?GE 1978.9P M - - s T : � �s C/O MICHAEL PISTORE'SI M'p DEVT RE`s. 09-©s-2005 RNM"r. . _�, s - cQ,gE;- . :�.. 28'.85 P.O. BOAC 27'8 ! REO. 0?-26-05 NPF i t- - ., MADERA CA. 9 PLOT VIEW. PLOT T L ; s -0% 3S--fl278 E ' ; - - .KCAL File: \MAPS\04219TTM.0WG; ` k 0� y:.: FIELD BOC4< 189, PA% 4r4, NIS Fx. (559') 673 .6931 -1197 APS � � I re- E & E�- 420 x Inc x _n © Dote F U AR Y 1 0. 5 MAP-a fmwood r U-0421 0' GreA RoJob No. • CENTER ',;'4 CORNER,," - >r, s�wFP MA -;c E vL �3 R litACIVIL ENGINEERING -..... LAND N D S U`RV EY I N C t�rQ�n BySTAFF WEST DAKOTA AVE.NQ SECTION 23. T. 13 S., �'x. 19 Iy+. . ;, ~�����. RUANNINC -�- L. ►NDSCA E ARCHITECTURE E , DSS 2558 E. Olive Ave. no, California 93'01 Tel, (559) 268-7831 Drawing No,