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HomeMy WebLinkAbout344A-2 ----------------------------------------------- GRAPHIC SCALE01 _ 2 _ 2 _ M1O���. I I111 1 40 20 0 40 BO 120 SURk POE olI I 30'_I w III ¢ III CONTOUR INTERVAL = 0.5' `6 I III ICI I^Y+ I�II< r) / u 40' 10' 20' r��J \ r ,r✓ \ ��GUTTER PAN DETAIL III � I d� j so• � ¢ O y.IIS I i 1�1 11 P �)/ 1 5- U NOT TO SCALE III 2 1 DRNEWAY III I I 8 I 7 r11,1�✓ r r J € i I gII I Z II III y C , �1 FF-s2oo ill II i III (COMMERCIAL) I Ign a T w I I �� `1 L Tp:+ SiORACmUILDINC Is EXISTING BLDG. III 1 `�•b PROPOSED 4s STORAGE BUILDING II� W II - - - - - EXISTING BLDG. EXISTING ASPHALT _ I _ I FF- 2,94 �'>' 0 � FINISHED GR4DE k z.' (TILT-UP CONST,) - _ PROPOSED III I I 2'118 k EXISTING ASPHALT (nLr-uP coNst) EXISTING BLDG. - ¢~ -•"-PDX-'_ BO•b STORAG E �BUILDINC 'd46fi `� O h°M1 �N In o n J r� r+ (" r I o nl FINISHED SURFACE•� ,t r°r' g W B CUTTER PAN b' � � ����: �J�;'I J i� J J III N U I aROPosEO F.H �ry E F (TILT-UP CONSF,) �( I / PROPOSED '.. r FINISHED SURFACE 9 FT.MASONRY WALL N 46'16 r 17 n YY 660.20 r ®9 FT.MASONRY WALL V y ` OD 11 J CURB k GUrrER NA h F.H. i 262.W UIVII3 DISK U2S F F= 1264.00 Y,t� 16 J °4.50 I I ON A-A -B p SC SSNB a AA 1*- 2'VeRal 1•- 2'Varttal D n � <-DSOX C e 4 FL - 9 FV a 84.70 FS =° 2 A i •{s 43' 7 � Z 1 4G ' 0 62 0.7 X-> Gyp 1p gM1Ty f+ ti 1 I 2 d�' �b� 20' 10' 20' ' 10' 20' 12' 20• to' 5 610 n � azoo' 70.00 - fit' Ic ry 2 F a'A° „1 611 B.z I I 6i5o 4 gM1 � a c ° 7�� ti ,± '.I I I b•.' 3.BOx PAD �3'1-> ,py 9 Wit.! �I •. tton I g so sb I g sp so 26 9° h b 1 1 1 I `� STOR4GE BUILDING I 6I g+� +•A'' tP +1 n 1 0 0 11 B9 1 .SED . I g°' D �^ ^^ 8 0 b Bz I b '>s< 1p 1 i 2 PROPOSED b�+ �C3 `$ I K N F I I GUTTER BI.JB <'2& x�� FINISHED GRADE % II II 2 IS' 13' = II II PROPOSED W Q I of 1' \ FINISHED GRADE ;�s ' •_, - I 8 u $ f n 1 t 5ypa a"� b Il 2 1 I PROPOSED PROPOSED PROPOSED b4' FINISHED SURFACE FINISHED SURFACE"m, gM1. 47.00' I 125 47.00' 70AO' s`L 20• . 30' CURB @CUTTER PROPOSED •` Y 1ry �27 00'C 9•s ICI I CURB B CURER ARKIN f o sEc7roN c-c ___sa I FV. I I _ Smmw O-O N pry/ M1+ N LV I Fi a.i A e I N SC4LES: 1•-20'Horizontal - SCALES: 1'�20'Horizontal �+ .00' }C 6M1 8 8 m 8 2 ,. �1 8p LI ITS ( P.) 1 25' 2 ' I• I I $ L4BBX-> 8 O $ I I t- z'vertcol t•- ll 40' 4 a:� n S I $ n p of I 11 II c5 1 II Il f+, f5 8 S! s"to I I. 1 M a e 9 9 JI.24 J4.50 II J4.30 __> 20.00' 10.00' 24.00' 170.00' 20.00 21.00' II 4 1 jl 9136) 174 11 I M F1 a 30 q, 47.00' 47.00' 70.00 46' 20' 3'3 1 ZO' 9'! 4' G 20 zo 6+ o r Ct�s� Qt9 zaoo' i 8 I I I o I a 2 I o 8a� " ® 8 I I 9'WALL a M4SOMR I ° r WALL PL g gg N ,112 1 I ? I 11 8" fs 1s' ll �� O � $ I 1 u R Lo w I^ 8 E `^ I S cn H I B 1259' f PARKING 4 9 1 I Z a U I iJ N I S gs ITS (TYP) I I 1 II I azoo' a v47. 70.00Bl = O 1 I I ^ 1 _- ss.D:-�I E " ' g 6 N_^ I o b e N� I b L� ? E 1 I 1 y II $ as $ b� e i i O ¢ o I Z 1 6y' cv II FF-84.00 o^^�' I g -- 64.03 'oj FF-63.40 STOPACE FF.&.f0 I s ^^ PAR EL 2 I C h a I Q 1 I ?D 3r S GE BUILD NG '•'3: N u R N PAG p u e� 9i I i i i i g E I ICU �I 63 ht 62.81 B? srOR4cp�unDlNc BUINc > C' PAD 1�\�II� II W II 41y 1 1. I. 1M1 OWV' 82 0�'.` �' 10+'+5'A.61._2y QFL -6+,•T ygM1 1 <-0h..-5 0X' 62++�A A. 11 e 9 b 125ILI9 BG 0° �M�_1----- --J1 LII_�_iII b_9�,r'41 II IIL_�aI 1 oy6 1. N" UW j `_h. Q�7 I `Qi \L I ;'J PRCOUPORBS EDLzeX I PROPOSED 4.0' ©t PRO POSED yc Q FINISHED GRADE PROPOSED GUTTER PAN `u . ' flNISHED SURFACE PROPOSED s?s POS 7 F. L'i PROPOSED1s PROPOSED '�` FINISHED SURFACE CURER PAN <-0.50X 1W (MIN)A tvvtltltlyyyg'"ryoi7 OZ7 y IF;62.g0- o FF= 1262.00 FF= 12 p _ _ Aq CI'O SECTION E E SECTON F F € z 280.00 U 'll I �, SCALES: 1•-20'Horizontol SCALES: 1•-20'Horizontal ; C FF= 1262.50 Fr= 1263.00? i-� i-' 10' 1•- 2'Vertical 1•- 2'Verttaal 292.97E N 46'15'24" W 342,97' Q'�, �, i _- I i0 +oryry e 9 c A,a A e ,p� S• bb I yl I I L� FF-64.10 ° g 3 m-0.50X ,rye 61.86 R bN �� ' b06 �. V I S10RAC BUILDING I �++ m I'7 _ _ <-0_50X 11 _-_ (� 1 `� $ N FF-64.00 8 4 81.2 TC fi n TE p °9 m C ' N I ':• I I S E But tz PAO D L1, ? A Bp 1 1° 7 0. ° ,0 44 00' a 62.00 FS n II II i I N In I �� I ,a b. ,b ((e�� I 4 3t e •� $1.00• y $ p sEcnoN c-c SCALES: 20'Horizontal '� OQ� 1 s� 1•- 2'Vertical I It, I I I 6' 20.00' 1700 23.00' 1d00 •' o a bry�+ 6 5M11M1S M J5.08' I , N N a s PARCEL I Do'� w o 2800' 8 W �o N I 90� 2 I II In PROPOSED BUILDING SUMUM P FF= 1262.50 1'�I/PP 7 PAD= 1262.00 u R t�yy h� � ¢ I I m I m r•�I I •Q,o' HAN I ACCESS fi.00' y9 aR 30.16' '10.00' 20.00' 24.00' 20.00'�20V 24.00' 20.00' 20.00 14.00 fi1.73 TC H.P. \ I I a st n p LOADING 0`yM1 N z IILO I I 1 c.,•o o .DOCK 35.oe 1 :' _ 10, 10 28.00.. o I 8 y n I I - 28' 30' I I bry C� 5 00 G rt g N W I o 9 4010 $ 4 5° i'a �' o II II y� ,5� I `g,1 1r PLANTER WALL MAX. sd M4X. 6.15' ';: 8.335-> o <-8.33% r` 1 '? 9 � d�ad!}� PLANTER nS 86 00 gM1M1, -a xA •a ^ry 0+. I II I , N Y 8 L__ I p R W 'S' '2 R W � I I 7 g1 M1T 1g {r vi A.. I e 'y 2 S o°, c,Q9I fi osoX-> bo A2 t to d 6 y -- 0 - -- :','g•,. r fi h bry 'sb n 1 ,e,`J eJ 1 _ -_- ---- - - 1 8" CURB 8"CURB <-O.JOX 2• 1 �, a SO 11 CURB O 7 1259.8 Af D c 40�' .: L6 I ECQ' i 1 7 CDC 1 I 50 t, 1 G I�y� i bq g,p0� 4 7 1O 8 e9 7 p 10 8 70. -> a "zsTO 7 Fs °° N Bqs t II I f z I 63.00' 63.00' _-_-_- . - ,��yy �t 4 <8e, ,01 a m•�� M1t ,+9 p bN g',sbb 1. I I iP'� .'.� 5 .26791 � 0`•. ...';'p--t ;;. ,n � ...;.;; :1:,,a ... ,., 262.34.:......,.. s� i I �� rn � � A Z LANCSCA:'Ell I AREA � R/W d I MODIFIED COMMERCIAL DRIVEWAY DETAIL HANDICAP ACCESS RAMP DETAIL C rol -as - - - - - _ �, `6 $ SCALE: 1"= 20' U SCALE: 1"= 10' - r DO to <-0.5oX - - - - -��� - .v A $ � - - •� 2 - - - - �� y� m N _EXISTING SANITARY SEWER •'� h '�2' 1 ty I µ\M 3 - - -N 46'17'03 W------- ---660.25 -(See $tfE t I�r vement P. for this ProLct) " EXISTING SANITARY SEWED I -- 0089 �> EP EXISTING GRAVEL ®,1000 ROAD o EPJ NOTE: N - - _ P A S A D E N A �� S T R E E T PAD ELEVATIONS ARE 0.5'BELOW FINISHED FLOOR ELEVATIONS I f0• ff3, t241•�? LJ7 J I 'P'R © - ( VACANT ) + D - - - - - - - - - - /7j415,or I - - - (TYPICAL) TON im,3, 1 L J r J U OF )\JLB. 4/2 4-1 © RAP I CA! ' JOB ADDRESS: A.P.N. 377-151-058 SECTION 31, T.5S, RAW DGS_PGP.dwg RECOMMENDED BY: SEAL SEAL THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE VRTH SHEET.NO. ESSIpI,� THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND V%N ^ CITY OF LAKE ELSINORE CENTRAL AVENUE, LAKE ELSINORE P CITY AND STATE LAWS,AND A PERMIT CAN BEISSUED AS- BUILT pLAN DEPARTMENT OF PUBLIC WORKSLOG N0. R.C.E. ExP. ; 9p FREE REVLEW60 FeB 12,Zooe PRECISE GRADING PLAN 2 PROJECT No. 98-3 & C.U.P. No. 98-6 DATE � ��•� -� �%� r DATE2-ID-59 -4133 FOR: ACCEPTED BY: R.C.E. NO. 23464 RA OND O'DONNELL R.Q.E.No.26603 EXP: O DAYS PARCEL MAP No. 29241OF 3 SHTS. THE PRIVATEENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR PREPARED UNDER THE SUPERVISION OF: U DIG -= ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. °7! Ezp. 12/31/Ot l{" UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA FILE NO. DATE BY MARK APPR. DATE A PORTION OF LOT 9 M.B. 4/241 IN THE EVENT OF DISCREPANCIES ARISING AFTER AGENCY APPROVAL , OR DURING CONSTRUCTION,THE PRIVATE ENGINEER SHALL BE ENGINEER REVISIONS AGENCY Sf CIVIL ,R, ! SCALE: i"= 40' BENCHMARK FOUND BRASS DISK ON TOP OF END OF EXISTING CURB h GUTTER RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND R.C.E. , EXP. qT£OF CALIF / .L? DATEC�SQiJ(a�J LOCATED M THE NORTHERLY SIDE OF CENTRAL AVENUE 3.3 FEET SWTHEA5IERLY CF AN FOR: D.G.S. DEVELOPMENT W.O. 99003-i- REVISING THE PUNS FOR APPROVAL BY THE GOVERNING AGENCY. DESIGNED BY: JTR DRAWN BY: JMMCQfI CHECKED BY: JTR DATE T.REINH RT R.C.E.No.23464 EXP: 12-31-0i DAB' August, 1999 EXISTING FIRE HYDRANT. ACTUAL LOCATION SHOWN ABOVE ELEVATION-1262.69 JI t