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HomeMy WebLinkAboutApr-92 - El Camino Real A. } g N t 8A d p ® d BLDG GSG \'� I 6T G�Vim° uj L B cnz /11 L 1 It 1 ` f P f ° a ui� PROPOSED d _ s ,. ALL P ° DIRT ROAD SLOPEEASEMENT z I N T E e AREA 1 T� OBTAIN PR GIT It � E PROPERTY° �� f 317.D sq. ft. r 1 OWNER'S APPROVAL e ' r t Cj LLI ASPH. aP P `t ® @ � 1�� °® ' t`� S36'3-4--1 562.1.x __-_ X33°02 23 22.6 all ° � >rE � SLOPE EASEMENT_____----�-®__ ®_®-- - -m---®® i 1 r > R EXISTING SIDEWALK \ PROPOSED CURE, GUTTER, SIDEWALK del � Lnd � C) (DO uj fps \ t - - - - - - - - - - - - �` — � - - - - - \- - - - - - - - - - - - - _ — ® — ® - - -- ® - - -- - - - - - ® — ® ® - - ® - - ® ® � ® — 0 vi ® - _ 366+00 307+00 308+0309+00 310+00 - f S33°92'23"E - a CD 5;7— LLJ ammommom v 3t7 ! - - - - - - - - - - - - __"' - - - - _„_ - - ® ® -- - � - - - - - - - - � -- - - - - - ® — — _ - - - - - ® - -- _ - - - - - ® — ® — — - - - - - — _ - - - �- - - �� — — -- -- -- — — — -- --- � — � ® - - - - - - ®- - - - ® ® � - �--- - - - - - - - - - � � � Of m... ® - - - - - ® � F- -®. - ..- .� - �, - - ®„_. - - .� .� - �. ® - ®. - ,- - - - -- - - _.® �. - - ® - _. .� - - - - �. ® �. - - .� PROPOSED 5'® 9P WIDE AGO. BASE PATH 6" THICK) 127 SIDEWALK EXISTING SIDEWALK k 2 a e — t ®— ------------- ________ ___ �! d _ —____----®_®__------ �� d S31'28'1 4"E 16 .66' SLOPE EASEMENT ®_® 32° 5'43"E-2?. ' DIRT GLARE PROPOSED I I SLOPE EASEMENTu CD I I AREA x. . 5 .0 sq. ft. .� IGRAPHIC SCALE ASPH. CURE 20 0 10 20 o �LiJ CD BLDG. BLDG. I ► I i � i 9 �� BLDG. �, BLDG. � LD � IN FEET inch = 20 ft. PROPOSED PROPOSED PROPOSED RIGHT-OF-WAY DRAINAGE ESMT. CONSTRUCT. ESMT. AREA AREA AREA 78.0 sq. ft. 426.0 sq. ft. 569.0 sq. ft. BLDG � ' BLDG. , f BLDG. i \\\ GONG. BLDG. �.�? 0 6 f \ �' PROPOSED BLDG. cc SURE EASEMENT m _ f / 'g , �,� Li AREA % ( i` e � 16 ;� \ U. 664.0 s . ft. ` , `® Fui 19 €T+ \ N36°36'26" __®_ -- ------- ----- ------------- 14.89' --T N99°36'42"E ` � raiLn _-- SPE EASEMEN ° Lu 'e �� I� " 14.69' e \ 10 ® ® ® ® @ ® e ® e ® e @ ® ® ® @ o m @ @ @ ul - --- - - - - - -- -- - - — - --- ® -- -- - -- ---- --- -- -� -- -.e,- --- ®-- -- - - - �- - - --- -® - - - - - - _ — __ ® - - - - � - - ® ®® ® _ — m � Lu CN CL PROPOSED CURE, GLITTER, SIDEWALK ® � ® --- ® - � - - - ® - - �� PROPOS RE, - EXISTING SIDEWALK EXISTING SIDEWALK EXISTING SIDEWALK - GNT�(ER, IDEV LK .� r - - - - - - - - - - - - - - - --Lj -- - ---- -- - - - ®---®-® ®- - -- -® -® ---®-®- - -- -- - - -- -�-- - - -.-® - - - - - -- - -- -- - - - --6 - - - - - - - ® ---- - __ - - - - - � ' --.__ m 1 j RIGHT-OF-WAYLn s CURVE DATA � 00 = 1 D2*17'34" � u • R = 1�. G' - - - - - - - - ® ® ® - - ®® � - - ® - - - L = 26.75 - i � Q - 311+00 - - - ® 312+00 313+06 - - - - 314+00 - - 315+00 - - - 316+00 - ►- 1- E- I-- F- - ® 1- 1- S3 3'D 2'23"E IL r19 2 0 0 I ° - ® - ® - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- -- - - - - - - - -- - - - -- - ® - - ® ® ° (10 LLJ PROPOSED 5'-0" WIDE AGO. BASE PATH ( " THICK) GPGSD 5'-0" A.E. PAT cn 11 e @ 11@ @ 1 @ 1 @ a 11 @ 1� @ @ ° @ p�pp°g,g y ppqqp�q, gq{p&g��gq p{ry�� ppppb� ---------------------------------®--- L PE --EN1 Nj ------ -- 3 X4'14"E ----------- ---------------------------------------------€---------- 80 ------------- ___ 3 '35'25 E 116.99' _®®-®___®__®___®-____-®__________®_®—®--------------- S33 02'23"E J �� ®®--- q3` 27.55' . � s 33.87' cl) Q�lf PROPOSED 16" r m :� y ' SLOPE EASEMENT 16" \ 6 f N74°21 5D E �- SCALE: 1 = Q HO I . AREA I i I DRAINAGE _ AN�__�d 11.69 G s ft. �\ I I I 539" 6' 1 24" PROPOSED DATE: 3,179. q \! k II 29.2 DRAIN. SLOPE ESMT. 42C J.S.P. STATE � VITAL dl 16 `--_ f AREA ft JoNC: 91 -611 24" --____ 834.0 sq. . _ _ 31 PROPOSED PROPOSED PROPOSED PROPOS D RIGHT—GF—SAY RIGHT—OF—WAY RIGHT—OF—WAY RIGHT—OF—WAY lSKEET — -- CURSE DATA AREA CURVE DATA AREA _ 9°59'4 " 134.C} sq. ft. _ 3°46'QD" 29 .G sq. ft. R = 25.00' R = 25.GE ' L = 39.27' 3 L = 36.56, OF SHEETS s a CIO s 3 777-- z �z 0 x BLDG. ® REMOVE EXISTING DRIVEWAY ARRROACH AND 10' REPLACE EXISTING DRIVEWAY APPROACH TRAM- c� = OF EXISTING DRIVEWAY, INSTALL NEW DRIVEWAY SITION AS REQUIRED AT END OF PROPOSED + ¢ SECTION TO MATCH EXISTING CURD AND GUTTER LJ 00 - ' �<- r�' REMOVE 10' OF EXISTING CONCRETE BLDG. PROPOSED Q WALK, INSTALL NEW SECTION TO ASPH. SLOPE EASEMENT MATCH EXISTING I LLJ F= AREA U' DIRT 505°0 S . ft. O C° ASPH. IRT SLOP EASEMENT ' _ i __ S 02 3 E ®6S.3Q N2 °Q I _ - 2 S _ _ _ _ 7°57'31"E _ -- _- _ ® � RELOCATE EXISTING _ _ - ® ® ®- ® _®- - e- � �_ _ PROPOSED CURB, GUTTER, SIDEWALK ! G ' I I EXISTING SIDEWALK PROPOSED OURS, BUTT �A 11 1 IL OXES C EXISTIN IDE ALK ® - ® -7 PLOP S CURB, GUTTER, SIDEWALK LLJ I t ® ® — ® `L — ® _ ® - - - - - _ — ._ - - - s 6 EXISTING SIDEWALK �. - - - - - -- - - - - - - ® - - - - - - - -- - Ll Ln z 317+00 315+00 319+0 320+00 321+00 b S33°02'23"E °c�- --�-- - - �, �— 4 �— Co J l 0} ymuffimmmomm `4-. — _ -- — — — _.� — _ _ _ _ _® — — --® — ...a_ — — m,..— — _ — — __ — — ®...� —>. —,,, — —— —— —�.s._— — — _ — _ _ — _s, — .—® - ---- -- ._,m. — — _ _.® — — — ®- - — - --- — — ®- - - — — — _ -- - - — — ———— — —— — — — — — — ..._. m..- - - — _— ..®.® .-- .®— — .®— _.® — V /—— f,E/9 — ®! `O$ Li PROPOSED 5'-0" WIDE AGG. SASE LATH (6" THICK) CONC. PROPOSE CURE, GUTTER, & SIDEWALK CLI 6 .51° III N 'Q2'2 " I 346.99° I . I s °3 'Q " 2: 1 €AX° ®_® ®e _____®___®__®___-__-__ SLOPE EASEMENT N °31'12"4 193.33 ®_-_ -`®_®__ ____________®®® _-_ ®® 2: AX° N343 QS f2.51 529°37'56"E 113°Q5' 2:1 (MAX. SLOPE -------- -------- 535°15°1 °E 4 � SEh�ENT ----- -- -�. > CO20 _ ``` ------- CZ) --- g ---- LOPE EASEMENT o PROPOSED PROPOSED PROPOSED PROPOSED ,®, PROPOSED 4, i ,`° ° PROPOSED PROPOSEDCD RIGHT-OF-WAY SLOPE EASEMENT SLOPE EASEMENT RIGHT-OF-WAY RIGHT-OF- `` `,` �� ° 0'6 RIGHT-OF-WAY RIGHT-OF-WAY LLJ AREA AREA GRAPHIC CA AREA CURVE DATA AREA ` t �� �°�. CURVE DATA AREA X14.0 Sq. ft. = 90°00'01" 134.E Sq. ft. A _ 9®59852'° 134.0 q. ft. - 53.0 S . ft. 795.0 sq. ft. 20 0 10 20 so t I R = 25.00 °° ® R = 25.00} CD L = 3 °27' � � ° L = 39.27 � ziv } co BLDG. 1 inch = 20 ft. PROPOSED I SLOPE EASEMENT AREA 774.0 s . ft. RELOCATE EXIST. MAIL CXES BLDG. --- BLDG. REMOVE EXIST. MASONRY s` i P BLDG. \ PIL `XILCXES ( CTFI SIDE 0 Co • ``, f``� BLDG. PROPOSED BLDG. --- ---------iF LL - uj ------- ` _Y ---------- E AREAe zuj h` t( SLOPEEASEMENT S7S°26'30"E ' 16.6f i 455.0q. ft. s , CO Ln uj I ° SLOPE EASEMENT N33'34'15"W 82.21' ------� ( B @ I vlc� N34°52°37' -_92.59--------_ -----------�------------ �- ------- -- ui - p Lij CL r� a: z — PROPOSED CURB, GUTTER, SIDEWALK PROPOSED UR13, GUTTER, SIDEGALK � SE I -- - - -,,- - - - - � --� - Li z -71 LLJ REICVE EXISTCCQ ���® _ MASONRY FENCE (BOTH SIDES) Ln 0 322+00 323+00 324+00 320+00 _ 327+00 LLJ - , _ - I - - I - - -- - I- - - - - d S33®02'23"E J e _ - - -- - - - -- - -. .�-- _ ® _ -- -- -_ _ -- - - -_ _ - -.,.- - - - - _.m, - _---- - --_ - _ ® - - - _ ® - - _ ® - _ _-� - - -- -- --- - - - - � - _ - - ._.- - - - - - - - _ _.... - _ _ - - - - _ ..- _ -- - - _ - Iil -® _-- - - -- ---®-- _ -- - _ - _ _ --- - _- - I ® ® ® - - _ ®®®- _ ®Ili _- �-_ ® _ _ ® ®!II ® - _ �T� — _� _ __ � — ® - - - — ___ — _ ® ®_ — _ --. - _ _ - .-_ _ - _ _ _® -- ® ® _ _ - _ __ - - - _ � ® - _ -- - _ � _ - � 10® -®-_®__- _ -- -_ - _ --_ _- EXISTING SIDEWALK _ -_ __ _ - -- _ ® - - EXISTING SIDEWALK EXISTING SIDEWALK � � _® - - _ - � — LiLij -F 0 SLOPE EASEMENT 0 ° c i N61'35°11 ��. ASPH. SCALE: 1 =2 a HOR17. 10.24' O . ASPH. CURD DATE: 4/20/92 J.S.P. PROPOSED E SLOPE EASEMENT D �` ONO: 91 - 1 1 22.0 GRAPHIC SCALE AREA p �-q��++ q' t. LD�+�° BLDG 20 0 10 20 40 & SHEET IN T } 1 • ch = 20 ft 2 3 OF SHEETS 1 \ t r MBE 's�J 34�d J�w.:. � NUMBER�t " � �'Y':?r" y'�:}.: 2...�i;�I.rt n.J,�;.1�d"rs.�� ��i�S,s.,� ER ,. Nk yl, -,, , d 1 � ;ati ...-� ��,, a3 . ,I...�; .,h. d � I 3* #y)wV ou I r d t .r i _ ( + o 0� o rri I c� ° i ! CURS ' � I i ! i CA ! i s I ! I I ! II ! ! ! i ! iL irrl ( ! ( ( ( ! ( ! X ( ! I ! co ! ! i cnCA rT SAN GA rQ a� -- k.. 0 i ! ! i i ! ! l ! ! _I I ! ! I > i ! 1I IIa: ! m -0 1 ! Brni > I ! i >> ! ` w ! ! � i i ! lu 10 om m i i > > > ° ! ! ii 71EL BORDO, AVENUE CA ! ! I ( ! ! x ie + ! f i II fi ! 0 I1 ij � ig li 3 + 92 . 60 STA . 3 ! i a DSGN DATE CIS DAM �' NGR rn f- CITY OF ATAS tes, Inc. 1?l CADERO EMK I Assocla CALIFORNIA w 6500 PALMA AVE. ATASCADERO, ENGINEERING AI UEYI[ bSCAE o EL CAMINO REAL lir —WAY AND SLOPEDRAWN CHECKEDmap —OFmNJ c— PROPOSED FIGHT EASEMENT(S) 1005 RAILROAD ST, PASO RO LES, A 93446 STA. 327+92.57 — 332+ cra .02 i. • .