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" .... ; ..... % ........... ..... .... ..... .... .... .......... ..... .......... .......... ...... ................. .......... .................. ............................... ............... .... ..... .................... .... .......... .......... .......... ........... ................. ................ .......... ..... ........................ ................. ................ .... .............. ................................ ................. ................. . . . . .......... ................. ................. ........ .......... . .......... ....... .... ................ ................ ................ ..... ..................... ............ ............... . . . . . . . ................. ................. ..... .......... .......... ............... . . . . . . . . . ............... ................. ................. .... .......... ...................... .... ..... .......... ............................. ................ ..... ..... ................. ................. ................. ...... ................ ................ .... ........................... ............ .......... ....... ................. ................. ..................... ............ .......... .......... ..................... ..... ........................................................................ .... ....... ................ .................... 10+00 11+00--- 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 NOTE: IMPROVEMENTS WEST OF RIGHT—OF—WAY cr_ SEE ERIC BIRCH HIGH SCHOOL IMPROVEMENT PLANS �- 0 m 8 9 < ob 0 1 11 0 (D VERT: 1 in = 4 ft r- W w LL_ m ro ZD < 0 0 m 11 c\j 0) F_ c\j m 'd- 0 (D 1 1 0 1 0 8 Ln c� Lu x x 0) 11� 0 00 (6 LL ai 1 CD HORZ: I in = 40 f t 0 0 . D 00 1-— (,i - c\l 114- 0 LL_ c\j C-6 + LLJ + c\j T --i Ld 0) L0 + LL_ LL + 0 + L0 0 m Fpi + 00 M 00 m c\j + F— – _j F— F— F— V-4 < �-q _j — _j (D c\l LIJ + Lli + 00 V-4 _j ro M + b- M 11- + CD Of + + + CD CONSTRUCTION NOTES 0) F-- T-4 < < c\j 00 -r-I W Ln :D (D + < to M co +0 + Ln ro < < Lo (D c\j c� F-- F--- %__1 m SII CLASS 2 AGGREGATE BASE PER SOILS REPORT. + 0 + 0 . &--# C\j c� (n c\j r6 V-1 0) A. C. OVER cn F_ c\l 00 + < cn c\j N z N Z F-- + 0 QUANTITIES MAYCHAN01EAFTER FILEIS IN PLACF_AK1DTE-5TINcj HAS DEEN C0MFI_v_:.TeP. z (un) cn c\j F- Ld cn cn U) C c� (yj cn W N A. C. OVERLAY. W F—R W F -- Z F-- C\1 m m V) < < cf) bj cf) Ln (D F-- X > I— x x I— CONSTRUCT 8 CURB AND GUTTER PER COUNTY OF SAN BERNARD INO STD. NO. 115. cn W cn L� U) W W �ti X00 EXISTING /W 14 - . I - CONSTRUCT 10' WIDE 4" THICK P. C. C. SIDEWALK PER COUNTY OF SAN BERNARD INO ........ x _ GRADE ,.T.OL_`DRW Ll ......... ... STD. NO. 109D. 0 _c\l 0 0 0 GRADE To DRAIN 3 co, _ 5 CONSTRUCT MORTARED ROCK RIP—RAP. (6" DIAMETER MAXIMUM) ro _ry 0 C-4) m r —e 7/7-- o 7 -�: —F- 0- 6 0 — – — – — – (D 10 11 12 13 14 N 00* 11' 50" W 15 +1 -H 1%)y 17 +1 -H 40 a) Lo EXISTING EDGE OF PAVEMENT 0-) W_ D2 qCO 'o 0 _0 -0 '00 INSTALL DISCHARGE STRUCTURE PER COUNTY OF SAN 13ERNARDINO STD. NO. 210 DEJ-AJi- BEILO CDI Ij ro. ro. r-4 W) (oil W) (ol W) ((D I — — — — MODIFIED. (SEE DETAIL ON SHEET 1 OF <f- SHEETS) Cj c\j c\j o EXISTING 8 P.C.C. CURB ro — — O8 -- RELOCATE EXISTING POWERPOLE WITH STREET LIGHT. I? e.c,.F-. 0 EXISTING R/W STA. 12+63.96 STA. 16+59.92 NG POWERPOLE.PEFIK 5.6 -FE. 0 SCHOOL SITE BOUNDARY SCHOOL LL e 10 REMOVE EXISTING TREE. i�_ ry CURVE DATA NG MAILBOX. TO &E CCORI)INATEP WITH THF- P0'2:,T0f9=ICF_- c� Ld Lu (D A = 90.03; 48" A = 89.56' 12" 1�2 — INSTALL CORRUGED STEEL ARCH PIPE WITH CONCRETE ENCASEMENT PER DETAIL AT 8D R = 20. 0 R = 20.00 LEFT. (�011 GPAW ANP 16DII DISE) a_ a_ L 0 o -1 ib L = 31. 44' L = 31.39' 7 LL 6) c\j m T = 20.02' T = 19.98' CONSTRUCT 8'7 A. C. DIKE PER COUNTY OF SAN BERNARD INO STD. NO. 117. Z N 19 0) 0-1 < 30' tn o (D 25, 14 REI_OCATF� OF� KEFLACFE EXISTING TREE TO THE SATISFACTION OF THE PRDPF-i�ITY cn c\j (n c\i 6" 6" > 21' L1_ L1_ c\1 00 - 1- > > V__4 MIN. m MIN. LL Ln z z z (o .. I 1..� 25' cc) o c\j ,d- -#. . . #-� .1 PROPERTY c\j c� 0 c\j C\i bi LINE 17 C\J m 12 13 1�°�FS ���5 o°:� o� �� �j 0 6, FS SJ ° J�FC, LEGEND LLJ �� O ,-� �'� —� 14 GAUGE PIPE °' O � `L3' 5 0 ------o . ; � 2" PITCH " '' CONSTRUCT AC PAVEMENT PER CONSTRUCTION GRA q LjLj CD 61> co 0 0 0) 0. 0747 THICKNESS 4' 49 NOTE NO. 1, UNLESS OTHERWISE NOTED. 24'01= ARCH FIPEe 1.00 1 . 0 6 SIDEWALK Ory ............. .......... . ................. 20 p �ti• ti• •8j � `u CONSTRUCT AC OVERLAY PER CONSTRUCTION IL-7 NOTE NO. 2. CLASS CONCRETE BACKFILL NOTE: ARCH PIPE IS 25' WEST OF A CALL UNDER GROUND SEE PROFILE ABOVE FOR PIPE PROFILE. NOTE: PROFILE IS AT CENTERLINE OF DRIVEWAY. DRIVEWAY PROFILE AT RIGHT. PAVEDSEE SERVICE ALERT � � CONSTRUCT AC 2: 1 SLOPE-.. 48 HOURS BEFORE YOU DIG DRIVEWAY DETAIL DRIVEWAY PROFILE ARCH PIPE DETAIL, CURB RETURN DETAIL 12 NOT TO SCALE VERT. SCALE: Isr 23 NOT TO SCALE NOT TO SCALE . 22-4133 � HORZ. SCALE: 1" 20' PRIVATE ER TORS: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS, OR STRUCTURES SHOWN ON THESE PLANS BENCHMARK: COUNTYSAN BERNARDINO SURVEYOR' S B. M. NO. 7-9: REVISIONS: E__j EMINEERING c ONS MIC Tr ON an d POW LIW STREET IMPROVEMENT PLANS LIMITS 79 80 NO. ENG. DATE APPROVED DATE ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING '- Al ETO oa,- ENVIROMMENTAL A. P. N. 243-191-019 02 & 03 ROAD NO. EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE A BRASS DISK SET I N THE TOP OF CURB AT THE 00 CDUTILITIES 4. E'S iaC. ZR V I CES, ERIC BIRCH HIGH SCHOOL 500400 DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND N.F. CORNER OF FOOTHILL BLVD• AND LOCUST AVE., 0 Ix 0 1I.P M. L. A. M. L. A. RESPONSIBILITY FOR THE UTILITY ES, CONDUITS, OR S CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING 6.5� 84' N�0THE NORTH END OF CURB RETURN, 1 N/0 0 FOOTHILL BLVD., 30' E/O LOCUST AVE., o R. C. 0 EXP. 6130194 (714) 799-8060 FILE NO. THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE COUNTY, THE OWNERS, AND THE ENGIN A 3 X 3.5 STORM DRAIN -IN BOX, 1. 5 MILES EAST ALONG FOOTHILL BLVD. FROM SIERRA AVE. , FONTANA, 'COUNTY OF SAN BERNARD INO. z 0 00AVENUE /, �A o 0 ZREQUIREMENT //I �x, 000 czvtl. 000 CAI_1� 1�_?508 LANDS, CA 92374 SUBMITTED 8 C.D.E. W181 —82 91-096 ASSISTANT COUNTY ENGINEER ROADS DATE LIABILITY, REAL OR ALLEGED, IN CONN LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. ELEVATION =- 1307. 150 ( 1970 ADJ. _7E 24 - I ?_ PLAN AND PROFILE 2 4 DA TE ET 61W_EF�S_ '-'R_,V_E. T3820 D -T -TE SHEET OF van.1%.i0. 41.a1a5 2 CR- q sm�cS