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HomeMy WebLinkAbout765-4 d e. .. e.Q ° .a °. q / <_ d 4 LOT GATE LOT WALL -1520 # TW MIN. TF(MAX.1 FIG # TW MIN. TF MAX. FIG 140 538.3 530.3 530.8 140 538.0 530.0 531 .0 - - - - - TUBULAR STEEL FENCE ( ) 5 141 536.0 527.3 528.3 141 535.6 527.6 528.4 i 60.50 I I 60.30' �6- _ - hoc 142 533.0 525.0 525.7 142 533.0 525.0 525.9 61.00 6 PO• 61.56, PROPERTY LINE -►, I I 1 143 530.3 522.3 523.2 143 530.3 522.3 523.3 I � 1 WOODEN FENCE 185 525.3 517.3 517.8 185 525.0 517.0 517.9 I \\ I I 1 Ln I \ BLOCK WALL 186 527.6 519.0 520.0 186 527.3 519.3 520.2 CD PERIMETER BLOCK WALL \ PAN PARAT ,�'�• 1 I 1 \ I � i I ILn 1 187 529.6 521 .6 522.4 187 529.6 521 .6 522.5 _ I 1 529.2FL 1 1 0 I 2 I I 526.6FL HP I 531.7FL I 188 532.6 524.0 525.0 188 532.3 524.3 525.1 o m 1 52HP FL i% =p 1% 1% 1% HP �' 1 1% _�. 1% I C� 526.2FL I 528.8FL 1%C� I 526.2FL 1% 189 534.6 526.E 527.5 189 534.6 526.E 527.4 I CD N 5 3.7FL 523.7FL ❑ I 28.7FL I 531.3FL 531.3FL 1 Q I o PAD I C� oo ❑❑ 1 F I I ❑ I 190 537.3 529.3 530.0 190 537.3 529.3 530.1 - 1 C� c6 I 0 D 0 • I 0 DF I CD 11014 142 i � 141 1 140 ' I r ❑ o I X ; i ALL WALL FOO T/NGS TO HAVE 6 M/N. COVER r co rn " SECTION B-B I 38 K XC , I0 4A T- � 139 T g N.T.S. 1 =524.97 ( 1 DF C I _ DF 1 FF=530.07 ,❑ I N FF=532.57 DF I N LOT z m FF 1 2 4 FF=527.47 PAD=524.3 I 2 4 PAD=529.4 DF I PAD=531.9 i PAD=534.7 WALL FACE 0 PROPERTY LINE i o DF PAD=526.8 I o'DF I 2 4 1 PHASE 2 DISTRIBUTION SCHEDULE I 2 4 ' I 0.1'DF I ,DF 0.3 DF ( PLAN ELEV. LOT NUMBER STAND REV. ELEV. TOTAL TOTAL 0.1 6.30' GFF=527.14 GFF=529.74 ; 4 ' GFF=531.24 - - - - J FF17 -=524.6 I 525.8FL I 5 .3FL 3 i 7510 150 ; 3 GB N 528.2FL 5 GOg9FL 3 1 189 1 1 • 3 w I 0.3 DF GB I B 1 ( 6. 0 . � 25.6FL N 530.7FL <r 5 52GB FL I \0.2'[)F GB I 0 GFF=529.57 GB 523.2FL. I I c 1 _ - ,� _ _.T GFF=526.97 �-------Lo ---- - .07 r PRO 0 ED FENC GB 4 7 1 I 2, _+ 529�GB I 5 GFF--531 4i L r 5 CN ----26_89_GB_ N---524.3_ c� 530 9 :_ I -N----------------- !- 7 5 � - -GB 5 � A w < • :i 5 coQ, \ o \ 526.5ct TG 6 \ `� \ 1515 \ 525.8INV \ \ 8 1 1 E3 - Lf, QQV- - - BV 6 BV 65.50 66.00 , ` \ < ° < < < < L r 528:66W 528:,3BW r `.►. Ct.BV B OBV <<.531.01 W 1 < ' < L. ,� 524.9BW 52 .�4�W , < < Z z c (A , r z 5`20.82 W , . LBW.. << 523.33BW <. , I IN IN Q INDICATES PLAN IS REVERSED ON LOT R7- 140 1-t N 525.51NV .x oo I- 2RO .� � A w w SE •o r 0 317 0 6 525.4FL coN o rn w 188 1 - 4. AY 519.9011 PHAS 2 � +� U, � _. 3.83% + +� - -- -- -- - w 2X B 3 V 1 _ -J' • - RIM -- - -- - N -- N N N O -. r- 4 J J = 142 1 FHAO � - Lo ` ' -ED - - - - - < 5 3 -rn - - - - -0 *- C� + co + co + co _ + t� --- w 0 c --_ __- -- -_- A mn a LOT 1 , sv s� J w m P l �4 I l 3w 143 1 Q ' PAD-- I t� 3 1 3 5317.7 1 5 5 �7�98 , . r 4 < ' <<529.4B ' 4 B �� 24.00 ° ,_<< ` : < 52 :2 W,< 5 5.19BW f E _ - 5194 L. . B.W ` , ' S20 2 Bid'�. < , 521.8BW� << < . ,<, r r 5296 5 7 72BW - 18 1 d / � -run rt 66.40 .-- _ / 62.57 62.50 67.70 65r. 0' - o / 190 1 2 � _ BBV / / I 517 5 - l b` / / 5 rn / ` ED 8FL 1$,99 �a- / / BV o 0 7.4FL R V / m / G 520.7TG ai 52 U Do / PHASE / ( 141 1 1 I I I B 19.07 I G r- / 520.OINV 6 � � ( GB � � GB 5,,_8F 5 __ a_ ,5 . _a____________ LINE A L I 521.19 - _____ - - -� 2_ •u. I 531.19 __ 5.01' GFF=521.27 I `` GB------�----- I 6.19 GB �, 1 � N 528.69 < . 530.OFL - I 4 B 2 523.59 �, I 5 _ I GFF-531.27 I _ 3 0.4'DF 520.0EI iv 15. 0' d- GFF=523.67 I F- 2652 .9FL ,� GFF=528.7 I GB 529.9FL ( 18 1 l 2 4 FF_519.24 I GB I I 0' GB I 0.5 D 527.5FL ' 1 cif GB 1 I I I 520.1 FL cv 3 0.5 DF 522.3FL N 5 GB 3 1 I F N GB - UNITS _ 522.4 L I 525.1 FL 3 I 2 4 `� 1 FF=531.44 I PHASE 2 = D chi 8 I GFF=521.44 I 3 G B I _ 3 I 1 1 S I 0.1 DF I B GFF=523.84 I GFF=526.44 ( - GFF-528.94 I 3C I I 0.3'DF d- 0.3'DF I - d" I 0.3'DF I 2 4 : ' RELEASE 1 - 2 I Lo Pq�519•57 �• I c`fv 0'DF I I °' : ( 0 1 N I i i I D=518.9 i N 186 I , • 1 188 ' 1 189 I � LOT 191 I 1^ 2 4 1�, 2 4 18 0.2 DF ; 1 2 4 i� ; I C6 190 0.1'DF I ;�, PAD=533.9 518.3F I B i N �- 4C ❑ I XA 0.2'DF 1 1 B I 3C : i 160 159 58 i `- FF=529.27 I N 5 5 49 4 ,d#14a lgdl�,40,39 ,38,37 ❑ FF=526.77 ; I _ 1 FF=531.77 N � I I FF=521.77 I� PAD-528.6 8. 01 3FL I PAD=521.1 I FF=524-17 4-15 . I PAD=526.1 I I PAD=531.1 0 DF I DESERT RO AY v 34, J? / I JF-L 0 DF =18. �- 520 0 DF 0 DF 530.5E ❑❑0D F.SFL ❑ I 522. FL I I �HP I 520.5FL 522.9FL 1% 1 ❑525.5F 530.5E m ,8f � ��yr�#�,91 192 193P194 19 ' 1% 525.5E 1 528.OFL 528.OFL _ �621 r 1% ?14�3�2 2 g 198 1 114 115 1?4 1% % I I I �__ I 64 1 209 08 2° �205 20 203 202 Ot 2 116 / I 520.9FL % 1% 1% - � 1 I 1% 530.9FL I 1 113 8 7 6 C� RT 217 NEST DR o ? 1?1 ? -all- •.63 I HP ( 1% FL •b0 _ HP 1 WOODEN FENCE 523.3FL 1 52HP I 528.4FL 1 � 3 O - - - - - - 1 HP I r,, 69 7 7 2� 3 3 37 2 U 2 23 42 243 244 245 1t HP WOODEN FENCE oo 0 2 W 2 7 ,0910 ,E 240 41 - _ � - I 1 ( a 0 0 108 I I O 1 Z � � ES 249 24a 47 2 Pt� � O DOEPALMS rn T Z _ HOA LOT �, CE _ m 0 G INDEX MAP , NTS m � CONSTRUCTION NOTES QUANTITIESCD VL 1 CONSTRUCT DRIVEWAY APPROACH PER DETAIL ON SHEET 2 4,849 SF O O CONSTRUCT 6' HIGH BLOCK WALL PER LANDSCAPE ARCHITECT'S SPECIFICATIONS 309 LF 3 CONSTRUCT 6' HIGH BLOCK WALL AND GATE PER LANDSCAPE ARCHITECT'S SPECIFICATIONS 10 EA 40 REMOVE 1 BLOCK FROM BOTTOM COURSE ® FLOW LINE NA NOTE*- � ARCHITECTURAL ENHANCEMENTS 1 inch = 20 ft 5� CONSTRUCT 4" PCC SIDEWALK PER LANDSCAPE ARCHITECT'S SPECIFICATIONS (W=4') 1,033 SF BACKFLOW VALVES ARE REQUIRED 20 0 10 20 40 80 Q O INSTALL 6" SQ. NDS GRATE INLET NO. 05 (GREEN) 2 EA FOR LOTS 140, 141, 142, 143, 187, 188, 189 AND 190 �7 CONSTRUCT 3" PVC PIPE WITH CURB CORE (INVERT 1" ABOVE FLOW LINE) 30 LF GRAPHIC SCALE (IN FEET) D o o O D @M%M NO. DATE REVISIONS APPROVED BY DATE CITY SEAL CERTIFICATION: pFESS/p PREPARED BY:o o CITY OF LAKE ELSINORE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE `�`�' �P N Hq,�, F,y SHEET: 4 2 �o� ,cam, TRACT NO . 31706 PA-23 o �Q�°�0�� APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY � CIVIL ENGINEERING LOTS 140-143 AND 185-190 3 AND STATE LAWS, AND A PERMIT CAN BE ISSUED. t No.29242 LAND PLANNING OF: 6 �] o o ©0 4 LAND SURVEYING BRIDGEGATE RELEASE 1 -2 a 5 X'a O*OX4"s�R.C.E. N0. •6365fl, EXP. 6/3%'7 DATE * Renew: 3-31-2007 �' 1181 CALIFORNIA AVE. - STE.202 - CORONA, CALIFORNIA 92881 PRECISE GRADING a n d eeq4Ts8 J, P (949) 280 4144 FAX(951)280-4150 FILE NO. s � s Mac.o S-6PI!r �q clvl\- �` �� DRAINAGE PLAN TWO W❑RKING DAYS T RCE 29242 co > BEFORE YOU DIG 7 F OF O A��F JOSEPH HARTGE LICENSE N0. DATE 0 W.0. FOR: F.B. f