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HomeMy WebLinkAbout765-3 \ R/W LOT GATE LOT WALL 92 \ \ 0 \ # TW MIN. TF MAX. FG # TW MIN. TF MAX. FG S \ \ \ 1361 551 .6 543.6 544.5 136 551 .6 543.6 544.4 63•�G I \ / \ PARKWAY TUBULAR STEEL FENCE 137 548.3 540.3 540.8 1371548.0 540.0 540.9 \� PERIMETER BLOCK WALL I 138 544.6 536.6 537.2 138 544.3 536.3 537.3 2 6' 4' 2' I 139 541 .0 533.0 533.6 139 541 .0 533.0 533.7 HOA I LOT I 191 540.0 532.0 532.8 191 540.0 532.0 532.9 I 2.1 2q I I WOODEN FENCL I / 192 543.3 535.3 536.1 192 543.3 535.3 536.3 cq E \"� - PAD 193 547.0 539.0 539.6 193 546.6 538.6 539.5 m m I I I 551.66TW 1 1 ( m �WOODEN I I 545.4FL 545.00TF I I =P - HP � � FENCE FL I 5.00' i 194 551 .0 543.0 543.8 194 551 .0 543.0 544.0 ._ I 538.1 FL I 541.7 9, - / SECTION D-D I HP 1% 1% LOCK WA PER , > 545.OFL N.T.S. I 534.5FL 1% 1 I 1% 1% 545.OFL ❑ I I EPARATE ER / PROPEl7Y LIN 195 555.3 546.6 547.7 195 555.0 547.0 547.8 � z I ., 541.3FL 541.3E I / HP �- I F I \ 196 558.6 550.6 551 .3 196 558.6 550.6 551 .4 m M 10 1% I FL I c O D I 534.1 FL 534.1 FL I 537.6FL 537 7 0'DF I I I / \ �" m ❑ Lo : Iz I � 1 3 136 �B I I B \ m I 0 DF I ro 0.1 DF I 26 : I I I / \ cn m 138 ❑ 0.2 DF I �, I I � ALL WALL FOOTINGS TO HAVE 6 MIN. COVER I - ' I = 42.57 / PERIMETER BLOCK WAL n 139 I 4A 0'DF FF 5 i '� FF=546.27 I (� .1'DF I b` ❑ I PAD=541.9 rn I N 3 vl- 2 4 FF=538.97 0.2'DF I 2 4 I PAD=545.6 ; I i / \ / PHASE 1 DISTRIBUTION SCHEDULE I FF=535.37 I PAD=538.3 i I 2. LOT 140 PAD=534.7 i 0.1'DF - I I 1 // PLAN ELEV. LOT NUMBER STAND REV. ELEV. TOTAL TOTAL PAD=531 .9 I I - .3 DF I GFF=545.94 ( 2 4 I 0SCIF GFF=538 4 I 540.9FL FF=542.24 I I I 551 66TW / A I I 53 1 FL 3 I G 'DF : I �+ 3 I 545 OOTF - - - 3.6FL GFF=535 04 I 2 4 I I ( - 53 . I GB N 537.1 FL 3 5 544.4FL 1 ( � � � 1 � PAD 1 B 2 I 3 , N B 1 5go cal I 0.5'DF GB 1 5 0. FL I 0.5'QF = 5.77_ I I �P� 136 1 I ' 533.5FL 0' = 47 I �_�` =�j� I °i 545.69 ' I I / 2.1 _ 9 1 2 1 533.6FL �j, I 5 0 .� 2- GL I I1570 • FF=534.87 I .� 2, ,, _ _ _ _GB -- - GB mac, i I I I I I 7.30 C-4i 534.79 I 5 \ I \ SECTION B-B A 194 1 1 PHASE GB � � � • 0 544.3FL o \ GB I 0 1-*� PHASE N.TS. 5 � \ 534.8TG 6 \ \ LINE 4.1 INV BV ' 15 6 WALE © PROPERTY LINE2 B37 2 53 v 17.37 49.81 I- - - _ LINE � \ 67.50' .L ' 54 .4BW c - \ F \ 67.50, 67.50 1-- 53�.8BW 54 .2i1 BiM - 5'37.35f . < .5BW < _ L �36.ZB�V 1, L L - ` 533`. BW <;:534.0 BW L _ < L L- � - - _ / D INDICATES PLAN IS REVERSED ON LOT cNq w A PHASE M N .� oQ *' 533.61NV 7 545.46 �o 0 533.10 533.5 L � c� + 317 00.+`° - _- RIM D E v 0 - �- PHASE 2 C° RIM _ -- -- � g- .� N J ERT L L B -0 +� - N N J _ ROS 0 w _ - N rn � _ E cl w _ _ 0 o - m - _ - L6 - - fi - - - _ _ 5 cn .. + - - _ El CE RIMCy 196 m -f- c0 --- --- J N J + cp - - t N J NJ 2 � � 0 _ _ _ pHASEB 2 LLJ : _ 54 `' ` `544. 26W L : . J � Ln � a / L L < < L L L538.7 W •540<03 W ; < L ;= 3 :1 Nj. . S36 Al-: W L ` - 5`46.9BW.' 139 1 l �'. , L 532.26�1 ' L 5 14 W. 40.9 6 Q -53 5BW �- 33.67 24. 8 <548: c 1 0 ' OBW. L% `' . 1 < ` 67.50' 69.20 / / 42.30' L . . 5 ,p6 F BV/ / / o B V/ 45.0 G / 5 530 TG ` '• / o / ,��- �' 44.31NV o / 9•24 - �: - 138 1 2 / 53 .11NV 6 00 / r- ( 539.4FL G13 °' / Bv A191 1 G B 5 --------- I / J i �, 544.99 5 I r� .� 2" ` 4 9 1 3 x. _ GB - ------ 537.29 GB I . G F=545.07 GB ( = = ,- : ' w 1 ------------ I 5 cv I •�- 2 GB 5.DO ---------------- ,D �� N---533.99 F=537.37 - --------- ` l 0. '-°--- .79 543.7FL �i 548.89 ( 4 � 1 �n N 540 I GF = -- -------Ge I r. GFF=534.07 ; ( 0.2 DF =540.87 I 0.4 DF GB F 548.97 : ( 5 - 5 / < c I 536-OFL S,pF GFF �►� 0.59IF 547.6E I 532.9FL N� GB I 0' 3 - 532.7FL 5 I ( GB ` 551.2FL ` PHASE 1 - 1OUNITS I cv GB I FL 539.5FL ( 547.6FL � } G / � - 536 2 3 2 4 - ; 543.9FL 551.2FL B i 3 I w� GB GB FF=545.24 ( GB 3 . ( GB I - I GB FF=537.54 ; 3 I 'DF I 0•4'DF FF=549.14 I 0-4 ( t I _ FF 534.24 I i - I 0.3 - 0.3'DF 0.3'DF F d I 04 I 3 I °° 0'D : I d 0.3 DF I 2 4 194 �: ( ( ? GFF=552.07 56 .33 RELEASE 1 - 1 LOT 1 0 I o I 0 2 195 ' I 55 i PAD=5311.1 0 191 0.2 DF i N 192 I �` 119 1 ;r, A ( � 4 .2 DF 4 2 •00 I �i� XB 0.2 DF I 1 C I FF=545.57 ❑ ° W I � FF=534.57 ❑ FF=537.87 ; I � - .37 PAD= ( FF=549.47 ❑ ( 9 Fj Y = I _ FF=541 I 544.3FL P = , < > 160 159 58 5 5 49 47 ,�142 141 140 132 13$t37 I N PAD=533.9 : I PAD-537.2 I PAD=540.7 ; I 0 DF O.1 DF 548.8 I 0.2 DF - L I r 0.1 DF : 0'DF ( 3A / DESERT RO AY T01. I I ❑ L 548.1 I 533.3FL I O'DF 0 DF 54 L 1 .2 ' I i I - ( L � s' � I FF=553.07 �L ,� , 7B ,7 ❑ 'DF PAD=552.4 D' � n2 n3 n4 175 ns 184 _• ?s I 536.6FL 536.6FL 1% 1% __ (-- r I 540.1 FL 540.1 FL I 548.ZFL 551.8FL s � '� �� ,s7 ,ee ,as,9 191 ( 1% I I 4 B 2,62,5 214213 22 ' 2 2 g ,9 1 '141j5 11 R '24 ' I 1% 2 0 14 I 5.00 \544.7FL _ _� w 1% ( 1% 551. ❑❑ 1 -- � 1% _ __ HP 8FL -- LO K LL PER s s U 09 os 20 os 2os 2 203 202 � -- I N F 113 " 6 11) 1j9 ''9 1 I 1% 6.50 537.OFL I 1% N ( 548.6FL ( -- 1% 1% 9 EPI4RA P M) 'Rr 2,7 4 �Esr DR1 d� ?0 1� ,� ? o i 533.7FL I HP i ( --� I - s _ O C) 1 I 540.5FL I ( HP > I H P H P ( 552.2 FL , 3 3 2 i 23�240 241 24 243 244 24s �, ( r 4.. o W 2 2 7 AM3O ' 1 a 47 �� ,os "M WOODEN I I l HP FENCE I / Ls I - - - - - - _- - 6 4 74' - - - - - - -6 Ei 51' -71 _ _ - `7-3.02- - - - - L 56 i F REDeERRv PA�s ouR i - -�- -69.20 - - - - - - - - - - - � - - - :3 p T, _u - - _ 57.1 BW 55 n m 7� _ _ _ _ 00 rm LF �: STEEL FENCE t I M -- z L. / m HOA LOT INDEX MAP -- --- NTS CONSTRUCTION NOTES QUANTITIES O1 CONSTRUCT DRIVEWAY APPROACH PER DETAIL ON SHEET 2 4,615 SF 2O CONSTRUCT 6' HIGH BLOCK WALL PER LANDSCAPE ARCHITECT'S SPECIFICATIONS 263 LF 3 CONSTRUCT 6' HIGH BLOCK WALL AND GATE PER LANDSCAPE ARCHITECT'S SPECIFICATIONS 10 EA NOTE: O4 REMOVE 1 BLOCK FROM BOTTOM COURSE ® FLOW LINE NA BACKFLOW VALVES ARE REQUIRED FOR �illc ARCHITECTURAL ENHANCEMENTS i inch = zo it 5O CONSTRUCT 4" PCC SIDEWALK PER LANDSCAPE ARCHITECT'S SPECIFICATIONS (W=4') 933 SF LOTS 137, 138, 192, 193, 194 AND 196 20 10 20 40 80 0 O6 INSTALL 6" SQ. NDS GRATE INLET NO. 05 (GREEN) 3 EA O CONSTRUCT 3" PVC PIPE WITH CURB CORE (INVERT 1" ABOVE FLOW LINE) 45 LF GRAPHIC SCALE (IN FEET) �-----� D o O D @M%# CS NO. DATE REVISIONS APPROVED BY DATE CITY SEAL CERTIFICATION: ROFESS/p PREPARED BY: CITY OF LAKE ELSINOREe 3 1 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE ��� �P H H4 �F�c Y TRACT NO . 31706 PA-2 3 SHEET: 2 NTS APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY �' 0 �' 2 @AL>-��OLL �, CIVIL ENGINEERING LOTS 136-139 AND 191 -196 3 AND STATE LAWS, AND A PERMIT CAN BE ISSUED. No.29242 LAND PLANNING OF: 6 o o QO 4 LAND SURVEYING BRI DGEGATE RELEASE 1 -1 Q � /o oG ot- / * R En enew: 3-31-2007 * 1181 CALIFORNIA AVE. - STE.202 - CORONA, CALIFORNIA 92881 Seo4lss 5 , R.C.E. N0. fr3858; IXP. 6/3%'7 DATE (949) 280-4144 FAX(951)280-4150 PRECISE GRADING and FILE N0.6 r� seu���o s`9�s- �q c►vI� ��P -�/- DRAINAGE PLAN TWO WORKING DAYS I RCE 29242 BEFORE YOU DIG 7 F OF CA`�FD "7 JOSEPH HARTGE LICENSE NO. DATE W.0. FOR: F.B.