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I ....... ----- .............. 0 /X D X,() 0 FROV I D I- FO 91 EMF-IRG EtA cy 0 5> 0 V S 7-V LO\14 F-1.Y Le Av s N G Ou'r EXIST. 24" R C.P. PLAN lzp LO r- CONST. CATCH BASIN NO. I PER STD. 502 SCALE 1" 20' CON5T. CATCH 13ASIN NO. I PER 5TD. MODIFIED PER SECTION E-E G 502 MODIFIED PER 5ECTION E-E c C E c N 89 5 T Z I W P90VI 0M 1=0 R_ F_tA S?-a B N C:Y NB'10 5T Z I W 54.10' 51.01, OVERV:Low F-;,Y LEAV I N6, (:)/-jT F!-;,Lo c K!S D F�o R F-GEN CY lb f5 LEANJ NG .0 Z53 -r.w. 194 our L+-7.0 q ---------------- 16G 185 101 EA5EPAENT-- f jo- EASEAAEN ci F F F cr cn VN r p cy z L= 51.02' L= 0 11 j = 10301 A= 5*58'3-7" L 55.29, d=40 L= CONST. CUR R R--5301 9,3 CONST PER STD. 5()(D=:: SECTION G-G CURB OUTLET 5.0� 10 10, y FL NORTHRIDGE DRIVE NORTHRIDGE ca fe + RIVE 24" R.r-.P. IZ50 0. 9__�:L_ T 3' -0" _,--/'AASONRY WALL T0P GRADE OP Gco.s 100� (SEE GRADINGA PLAN) 10' EASEMENT w L DA r E A ZA re'Al 5' v E X 15T.> 4 � C EXIST GROUND Ld 1.. Z4"R�C 2P 1 d I a 01 a TWO 3 /ZX3/Zx /4 x Ul STEE ��ALV. PLAN AND PROFILE FRDM EAW� —MASONRY WALL PER MASONRY WALL PER e,47el-1 0,4-51,V W1 15UILDING � SAFETY 15UILDIMG e 5A.FETY DRAINAGE DETAILS 5TIDS.4 PLANNING 5TD5. 4 PLNNNING INTERCEPTOR DRAIN OEPT. APPROVAL DEPT. APPROVAL PER STD. 815 1.0016 TRACT NO. 10827- 3 < 7- 101. ID" PAD /—PAD M t� 'd DAf E T2\ X4 APP WHERE APPLICABLE \\,—INTERCEPTOR DRAIN -C-E. 41-0 PER 5TD. 515 (SEE INTERCEPTOR DRAIN GRADING PLAN) F.L. 5WALE F.L. 5WALE DES I GN EERS RECONMENDED PER STD. 615 (SEE A.GRADING PLAN) Z411 R.C.P. 94 1 R.C.2 DRAWN P.O. BOX 9419 SHEE r T (7 1 419 86—58 18 6 —E SECTION E SECTION C-C N.T. 3. SECTION F-F R C E -7 44 DRWG. NO. SECTION D-D .......................... fi=............ N.T. S.N. 7. S. 10 4 6-D . ......... { j - , CONSTRUCTION NOTES (D---CONSTRUCT -CURB AND GUTTER PER STD NO: 303 (8` C•F•-.24" GTR•) } Za CONSTRUCT CURB AND GUTTER PER SID. NO. 303 (6'C•F. 124'GTR•) 0—CONSTRUCT CURB AND GUTTER PER STD• NO. 303 (I 2'C•F• .24'GTR•) 44.. --CONSTRUCT VqE ACCESS ZL11 i PETZ STD U0. 90Z. Z34- Za5 XCONSTRUCT CURB ONLY PER STD. NO. 301 1 �. „ ---CONSTRUCT SIDEWALK PER STD. NO. 310 W \ PLQLI SLQLE — - I� 161 7. CONSTRUCTSIDEWALK RAMP PER STD. NO. 310 V P, �$�-`—/-CONSTRUCT SPANDREL AND GUTTER PER STD. NO. 308 \ SEE L<INOSGAPE �$ v , CONSTRUCT WING TYPE DRIVE APPROACH PER STD. NO. 305 S 5CONSTRUCT CONTIG. SIDEWALK TYPE DR. APPROACH PER STD. NO 305 W y 4 Q=33� �- ONSTRUCT A.C. PAVEMENT AND AGG• BASE PER TYPICAL SECTION 4 • ( pp Y i,�'• INSTALL STREET LIGHT (TYPE 5800-L) Z2. !.5 2� Q' �� QNoG } INSTALL STREET LIGHT (TYPE 9500-L) 33, — Z. 14 INSTALL STREET NAME SIGN PER STD. NO'S. 401 AND 402 \ CONSTRUCT CASE C LOCAL DEPRESSION PER STD. NO. 518 4 MODIFIED TO FIT CURB LINE CURVES CONST° 0° MODIFIED INLETUCT RPERDEWALK SECTIONRAN AIA ONR , WITH T1 1 HEFT _ /V 88'Z.9'02"N/ /.24.01 /� Z�' �/ n 3Z 0 12 �AL�yp_�C 4411 7i e _ 3?' �� 33 4,4,- 0 33'CloJ Q `� � /� b 4- 0.0. WDILATES Ma-(ES WH1614 DO PLOT APPt:l TO TNI�P eiklEtcT. 3G.3 8 7.00 / L6AI�'T01LT PVA Illl ^4 � ;2 G y" rG � TDP SLOPE AT 'LEA-MOUT PEQ VP-TA-IL- A7 FL.SLOPE AT':L S•Z7 la D � PLAIT SCALE Z23 222 m t8 160 t SEE LD.l.1D5CAP� , t=t•.aN s TRACT N0. 10827 TRACT N0. 10827 - 3 F1.1r7T E� - THE Eh1TIZE 1`77-6,l ,.1 WILL F7E L0AJ4?- UlTE17 Aei 4' Mlu. DETAIL B - PACLT 01= TTZd,LT IObZ-7-3 lMF?TZC4EMEA]T5. if= TTZ.ALT LDuST. 2ElIJF03ZLlWG STEEL,A�1GLE, J Mo. 1082-7 14 LIOT LOK11712ULTE7 `17(MULTA,.IEOUyL7'> ALP AIILHOtZ PEIZ STD. X0. 507 C rZ0410111 40ISS-T(Z0L`r WILL PIE QF-&UMED AT -rW E c:UV OF T7TZAIU. o� DETAIL A t;Q� e� ' l L. SLOPE �V' •- j - d' L4 Ld.!_ DE.P2ESSIOIiJ =,n1 th I PE2 STP klo. SIS - SECTIOIIJ H" M1317IFIEf7 IIJLET FOR UUPEZ SIVEWALK D2t-\i N 3B„ VAOT TD 5GA LE NOTE NOTE 2 P,SELOW .. Yr"O x 311 ANCHOR BOLT I EACH SI PF, . 1 z I • f7�TQ 1 L �� A� � j 1�lUTE 7 1. I-ITZ A I- /Z" x '/W C FtLAME W1Tt4 3/�1.x 1/4` . STEEL ST1Zlr WELDER To l✓&&ME-. 2. rM7-rF-U W1T14 11W LDArL'vF- - T"IZE.AD :PUT NEA. MET&L eEW LLT Pte" O G 1 DESCRIPTION OF REVISION DATE APPR• 'CHECKERED-, PLATE 6EL DETAIL A CITY OF RANCHO CUCAMON GA A P.SO V E #J' 1 DRAINAGE DETAILS TRACT N0. 10827- 3 SECTION J ' J APPROVED BY DATE CITY ENGINEER R.C.E. N •1�3?397 S PEWALK 122MU LLENNOW DETAIL TO 75E ?L&I-EV &T ►5 0-Z-- DESIGN ASSOC ATED ENGINEERS RECOMMENDED r- P,A- 316 EAST E STREET 04& DRAWN P.O. BOX 9419 SHEET 2 . ONTARIO,(70986-589$761 7 OF , CHECKED R.C.E•_7344 DRW. NO. G 1 T y >rxp DAT>3 l4G 1046—D DATEy '/'e _ 1