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GRADE .9 IN � E G D i i J V iiI r .0 • • 44 3 1 •moi O�� - ._• �,� _ RETAINING WALL, SEE ARCH. --� �, - O0■ �' FLOWLINE / T 78.98 • /. R-;NI� C. + i .•�'�� .4 . •s� , �I EX, 8" C&G, STD. ETAIL 101 FL 8. / iri 0 :. 4'�, B , .5.0, '"79, j CURB AND GUTTER i/ \ RIP-,, ,�� _• __�,"1 , ,/ TYPICAL SECTION C-C o SEE A•_�.f�_ 10 w .7 li S.W. STD D AIL 1015 ; 7: .• G, 6 _ 3 ::.. 'r _10' / ✓ NO SCALE , 8,8 /�5. i FL78.08 #.: fr. . •6 6 9111. "11i�> '4147' • - '_______-___ZI •5 �• • si- / / ON SITE WALKS, WAYS, SIDEWALKS, AND RAMPS SHALL BE CONSTRUCTED PER CHAPTER 10 _ ilk AND 11B OF THE 2001 CBC- IN EL. 76.1 ALL ENTRANCES, EXITS, AND AISLES SHALL BE CLEARLY MARKED WITH ARROWS PAINTED ON '�` ` •9 �� '� ' � E �+ o TOP W THE PARKING LOT SURFACES AND OR WITH APPROPRIATE SIGNAGE. 11278, 2001 CBCi i / `Is�s•�,14� oTc7a - ' F' 111/ e - ® / " / / PRIMARY PUBLIC ENTRANCE AND EVERY MAJOR JUNCTION ALONG OR[ LEADING TO AN ]I �R�+ �/ �- ACCESSIBLE ROUTE OF TRAVEL, THERE SHALL BE A SIGN DISPLAYING THE INTERNATIONAL Ornc.• '9.10, r / � • 4:1 MAX, >, \ 6" a S91.0 SYMBOL OF ACCESSIBILITY. [11276-3, 11278,5, AND 11278.5.9] CURB, STD. / /� ivri .,//- i �R)S?4 36.16•f �/ „PVC I oQ� )� 1 r •�, * 1FL77.05 Z Qy al / � 2� CONSTRUCTION NOTES ( •- -- -1-68 `- �q ��`��' / / o y ` C.L. STREET 'FS7, a# 4, 1 _0_ / Q 2 STA. ,ii-,9, 1.05 / 1 ,`O :$49014f 1. ��<<, ��� ITEM DESCRIPTION p / S90.0 / '� O1 CONSTRUCT 8 PCC (3750 PSI) PAVING WITH #4 REBARS AT 12 O.C. EA. WAY OVER 4 MIN / 'I�` �S '� ' • ,• cf -�' / a CLASS II BASE OVER 12" MIN NATIVE MATERIAL COMPACTED TO 95% f�� X77/ \f � /� s. / © CONSTRUCT 6" CURB AND GUTTER PER STD. PLAN N0. 1003, OR MONOLITHIC FLOWUNE Mr I •.14 11/41r » II `/ j / _��J6 Ig p 580 i / / ` © CONSTRUCT 6 CURB PER STD. PLAN N0. 1003 f 1 // ob ,c3g, F /�P�° ; �/#////' 41k9.0 / �, 0 CONSTRUCT WALKWAYS PER 2001 CBC, CHAPTERS 10 & 11B / 1 /i / �^ �Q® ` GQT4� / © REMOVE EXISTING CURB AND GUTTER, INCL. SAWCUT - /EX. ST. LITE4.4.1/0 8.67' WIDE BERM �� :4 5 _ O CONSTRUCT 3' WIDE BY8" THICKPCCRIBBONGUTTERSEE DETAIL C C, OR MONOLITHIC F.L. / / FOR CMU WALL .�, �1 ,�i, _CONSTRUCT4WIDEDRA{NCHANNEL/INLETSTRUCTUR , SEEDETAILA A-/ \ Ir/ 9Q CONSTRUCT 4' WIDE BY 6" THICK PCC RIBBON GUTTER, SEE DETAIL B-B / ________ �� WEL iTE 'i FS8 , ��• 0 CONSTRUCT DRAIN STRUCTURE, STD. 124A, SIZE 3 RECTANGULAR PIPE, INCL• R&R CURB �� - Ai+`-- IN • REMOVE SIDEWALK Ai IA ii i '_•f . , . 12 :� NEwF.L. Q RELOCATE EX. STREET LIGHT °.'-.41; AW J 1 ' /DE BY 6 HIGH A T• FA- EX. / / / FS 02.1 *4;1'47'\ OPE °UGH EX, WALL/ 0' 20' 40' 60' 80' ® WQMP GRASSUNED SWALES AND ROCKUNING OF BASIN (/ / OD \ •. y' ucT s DEEP FL 1.' " CONSTRUCT DRAIN STRUCTURE, STD. 124, INCL. R&R CURB / �4 ' -�� ;• �,✓ DETA L X SCALE 1 =20 /1/ 1 ' 3.7 MIN NO SCALE BENCH MARK: SEAL-ENGINEERREV. REVISION DESCRIPTION DATE ENGR. CITY DATE CITY OF FO NTANA, CALIFORNIA DESCRIBED BY METROPOLITAN WATER DISTRICT UNDERGROUND SERVICE ALERT A. FR I C K, CIVIL ENGINEER SO. CALIFORNIA 1992 RANCHO CUCAMONGA, RiaFEss/ Al5$1 JOHNSTON AVENUE AS-BUILT OF MAIN FEATURES OF GENERAL SPACE NOV.-07 AJF FIRESTATION NO. 79 NEAR THE INTERSECTION OF SUMMIT AVE. AND Viiih‘1‘. Q V • CHERRY AVE. AT THE SOUTHWEST CORNER OF CALL: TOLL FREE �4O A4F 1. A . HEMET, CALIFORNIA 92544 SCALE: AS SHOWN CHERRY AVE. AND SUMMIT AVE., 101 FEET ,_800_227_2600 �,`�� " . (951) 925-2 D.4- ____ AS-BUILT GRADING PLAN DATE: WEST OF THE CENTERLINE OF CHERRY AVE. AND 37 FEET SOUTH OF THE CENTERLINE OF Tai) ' - �q� �� SEPT.07 SUMMIT AVE. SET FLUSH ON THE NORTHWEST j t''�( APPROVED BY: CORNER OF A 10 FOOT WIDE CATCHBASIN 0.8 `� &, PREPAR R.C.E. NO. 19128, EXP. 9-30-09 DRAWING NO. y FOOT SOUTH OF CURB FACE. A STANDARD MWDSC 3 INCH BRASS DISK STAMPED "33A 1992". O�E$1.14� NAVD 88 - 1508.56 (FEET) TWO WORKING DAYS BEFORE YOU DIG DATE t_ -L��c CITY ENGINEER R.C.E. 51152 DATE: S ©F (0b