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I ....... ..... ;l-_____ .......... . ........... n=: .. ........ :.T ... ...... ----------- ....... . ....... ......... Jl­ . ...... . . ......... --------- --------- - ..... ....... . ... . ..... . 1'. . .... ... .. --------- ... ........ --- ---- ­-, T' VERT. A— .......... ir.­­ T: ------ HORIZ: 1 . . ..... 40* J- ........... j. ... ..... ... ------ . ....... - ----- ---------- _4 ....... 89 x. ...... . ...... ------- ... ............ . ......... .............. 2 3 4 5 6 7 8 9 S 10 SEE SHEET NO. 3 EE SHEET NO. 4 SEE OFF-SITE IMPROVEMENT Qf _j .1 1 1 1 1 1 1 A 0 SHEET NO. 4 OF 4 LJ DWG (n Q0 Lo (0(0 (o r, Q0 00 w SEE SHEET NO, 5 4 0 04 co Co LN 00 (N co N Lo LJ Lo L0 U-) (o n 1')(0 � r N moo 0) w 00 00 (o n V) o 0) F- F- F- 'c-- I- C) U) LLJ 1 0 n 00 co 0) ft 4 , W cd 2 0 0 0 0 00 L0 Lo 0 A. L0 V) OC) 04 ry _j fy I ct _j _j 0 V-0 1`4 r Q: + M Lo I-_ I-_ _j to Z 10 0 r Z + F- to T- cq + to 4 A' c/) ..... _j 00 0 in Q0 Li Li 11 0 0. cl� Lo + 0 1 Lo Q0 co V) 22+15.47 w - 0� I NOTE, 1 00 z + 00 ry < 0 <0 79.7 1 TC 1-0 0) Lo < ECR F- M 0I .*I- I i,- U.J TA 6+03.10 HO DAY DR. _j u)o 0 1+43.00ECR 78.82TC >�- �79.0�4� SEE OF NTERMEDIAR%1" I r__j _j (n M 1 0 86.65TC W_ _+F L - 40 0. Wx X.; ___ ?8.6941 4 STA 1+45-00 TA 13+02.16q A ry L STA 1+43.00 OVEME T F:)R HOLI DRIVE 1.50FS STA 1+43.00 BCR 85,98FL I-jZ\ ECR 5 I-_ z _F BCR 3 .8 WITH N IS AREA ECR STA 1+43.00 4q W004 --ow .. - I - 3 11 +6L3.39QCR T 4 A r -------- L 76,88FL I 4 4 Lo 0 6 TC w 75 FL 0 LLJ Lo + 21+05.47 10 T_ L -j BCR I M -. "o rp-) LLJ 4. (OK) 00 T-0 0 20 40 80 SCALE 1 "= 40' SEE OFF-SITE IMPR EMENT SHEET NO, 4 OF 4 DWG # 3069 5 5 R=Y2" 2 0. 16' 0.16, 2 2 00 22 2X 2% -7 R.O.w LEVEL LIN -- R.O.W. LVI 79 1 20 20' 7 $ +5*L 1 0 4 4 . .1 12 # 40 12 4 64" R.O.W. CQMMUNITY ENTRANCE NTS TRAFFIC INDEX = 5.5 EARP WAY, HOLIDAY DRIVE AT ENTRANCE WITHIN THIS AREA _QQ.RVE DATA 3" CLR. DETAIL & QROSS GUTTER N.T.S. 0 R DELTA L T 1 35.00' 90" 01' 58" 55.00" 35.02 1 2 35.00 9 89* 58' 02" 54.96" 34.98' 3 25.00' 90*00,00" 39.27" 25.00" 4 25.00' 90*01'33" 39.28' 25,01' 5 25.00' 89"58 # 27 It 39.26 25.00 9 6 62.00' 23*33'23" 25.49' 12.93 0 7 58.00' 137*06'47" 1,38.8 147.67" 8 43.00* 0000"00" 67.54' 43.00 w t oN - v 1 -11- - - - , - CN (bp I I I I I T_ I r- r- T_ I % Lo n r ) I I ll)kN I I I I I V_ 4 14-1 (o (OLO (0-4- 1 (o 04 17- r4 ) C> OON OON co N 0 (j) co N (D L0 Lo L0 00 00 00 T-8 00 00 T_ L0 0 tf) F- L0 L0 I__ 00 04 0 _j r-0 0 _j L0 0 _j o ry-i LLJ CONSTRUCTION NQ_TES: CONSTRUCT 8" PCC CURB AND GUTTER PER CITY STD. DWG. NO. 101 5 5 SEE SHEE7 NO. 2 CONSTRUCT HANDICAP RAMP PER CITY STD. DWG. NO. 104A 2 0.20' 0.20, 2 CONSTRUCT 4" PCC SIDEWALK PER CITY STD. DWG. NO. 105A, W=5 2X 2% ') -06- � 2% _4_2% CONSTRUCT CROSS GUTTER PER CITY STD. DWG. NO. 105 R.O.W. LEVEL I -It E-----.- R.O.W. INSTALL 12" WHITE LIMIT LINE @ INSTALL $$sTOP$* PAVEMENT MARKING 5s 79 18' L 18' 7# 5t L 9p to 0 . 4 If INSTALL STOP SIGN & POST 1 12 9 36 IF 12 CONSTRUCT 4.5" AC PAVEMENT (min) OVER 12" OF 95% COMPACTED NATIVE SOIL (SEE GEN. NOTE NO. 31 & 32) 60' R.O.W. CONSTRUCT 4" AC PAVEMENT (miln) OVER 12" OF 95% COMPACTED NATIVE RESID ENTIAL STREE? SOIL (SEE GEN. NOTE NO. 31 & 32) NTS CONSTRCUT CROSS GUTTER PER CITY STD. DWG NO. 105 (8' WIDE, MODIFIED) TRAFFIC INDEX = 5.5 OWNER REVISIONS ENGINEER CITY NO. APPROVAL DATE APPROVAL DATE BENCHMARK OWNER GRAND PACIFIC COMMUNITIES, LLC 100 N. BARRANCA AVENUE, SUrrE 950 WEST COVINA, CA 91791 PH: (626) 858-8677 FAX: (620) 858-8676 BM #8-17 ELEV= 1428.609 DEPARTMENT OF TRANSPORTATION BRASS DISC. MARKED 8-17 NORTH SIDE FO HIGHLAND 1300 FEET EAST OF CHERRY ON THE BASE OF AN EDISON TOWER. ,`M-Jvr'%L^ 0 Mr -r-1, k--VMT %,VVKI, 111UNKIIJU WUH I CERRITOS STREET, GARDEN ROSE STREET, HOLIDAY DRIVE, PLUMROSE STREET CONSULTANT PREPARED BY: CITY OF FONTANA No. 41497 FOCUS ENGINEERING, INC. DRAWN BY: STREET . IMPROVEMENT PLAN SCALE: DF 12)(31/03 25 MAUCHLY, SUITE 317 AUTOCAD PER PLAN IRVINE, CA 92618 DESIGNED BY: HOLIDAY DRIVE DATE: TEL: (949 450-0590 (FROM HEMtO VE. FAX: (9499� 450-0592 J. H. L. ;K A GA�RPEN ROSE ST.) 02-2001 UNDER THE SUPERVISION OF: CHECKED APPROVED- Sit CHARLIE C. LID. RC 1497 C.C.L. DWG N017 CITY ENGINE -.51152 3068