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rli. � • . • ,. � • . • • . 1 . • - • iii � � .• © © . •, • • lid .. .O so mom _g •i• '001 wr- IWIN1111 20111 1 MOM NO 2' wo ,, � � � , I � , �,, �--_I►-��►��I-\:��_I-� a���a�'�a-Va•����\J�—���a• \►a•�I�i►�� �_ �: �I iN . ��\ ` • � ` ,�, ` ,a•�� , �a•`-� . ►�' ►� �IN 20M ! �i ---`—�i ���� �' � ►�� I. �. ISI I_ Id ��+/!�I I �' I I O d.. �• .� � _�%i_i�i.�iir►��t�vlr�% `iri• `ii . ���i_ _ � �%�a��i_�i`��%�- moi, �%�:s!�t` _ �`�� .���%!.�'i�• �V��%-ii`% ,���/�,%�:•.�i���I_ �i����� � �' � �■. _ _____ ____ �' � �I � �/� � v v ■ , � � • , _ •• ��� �� �ee1 .� � r ilu.uii iiii.51•iii■Yll Lel 1•=':I � .-- -.r s; �i�s � .� —�. � • , � * , --- �,�,,�'. .. � � �-.�s.►a-�_ .� ��' ` � '�� =� •s� � � ��a► Vie: ��r� :�,��� ��i -� "- _�� Owl WA W101 W14 IN 0 Z MW D tot ` : I Ali OWMEAM -------------- • •, .�I�II .' � � i � � � ' . ��� _ �� /0 ���a-- . � '' ❑ � . ' � �► . '• I ♦moi ���� ❑� E -- Iw■■■w■ww■w■ -- C • o' r _ --� �r�■■®'; ---- ■tea .�� , , , • , ■ ♦ • • '• • ' • ' • �__- (!1■!e■.■■■ iA!■�,'__.1.�1i7♦� ���� ICI • .i�' • � f i �� � - f • - : f ��` mei �� I� �I �♦� - - � � ' --- �• .� (off—�. . / � � `I �.' � \ - �f ►♦♦ ► ♦1 ' 40 • -I • ,r `I� �, � � � - • I � ,. ' - , '♦' ,•� •• • ',� ♦•-•.� • , rjj �► i I Edi :�♦����� ��� ���� .� • \. � I r.�.aei��issa.�r■i►�si m�a���lll�n►„��■■��e■u��► � . Ma NNW �” q �qw WE 0011 x i■s^ • ■��Ir� •..���� ` C F=. �ca7�i/�� ; ■■e■���■s �■■■■� Baa. ��i, • I�•r�F ra�ti�=�c�—.��♦at�,,► • 1+00 ' • • '� •' • ,,. • • • ;. u• • ARROW • , r con .. •r . .. LO a .. .. CN •ce-04 • •11L • • • • 19, STREET. GRADING CONSTRUCTION NOTES: O CONSTRUCT 6" CURB AND GUTTER PER CITY OF FONTANA STD. PLAN NO. 1000. O CONSTRUCT 6" CURB PER CITY OF FONTANA STD. DETAIL NO. 1000. O CONSTRUCT SIDEWALK PER CITY OF FONTANA STD. PLAN NO. 1006, WIDTH AS SHOWN. O CONSTRUCT STANDARD CURB RETURN ACCESS RAMP PER CITY OF FONTANA STD. PLAN NO. 1003, INCLUDING CAST -IN-PLACE OR PREFABRICATED SURFACE (NO GLUE DOWN) BLACK DETECTABLE WARNING TRUNCATED DOMES. O CONSTRUCT COMMERCIAL DRIVEWAY PER CITY OF FONTANA STD. PLAN NO. 1002. O CONSTRUCT 5' CROSS GUTTER PER CITY OF FONTANA STD. PLAN NO. 403. O CONSTRUCT 1.5" OF ASPHALT CONCRETE OVERLAY AND 2" OF ASPHALT CONCRETE PAVEMENT OVER 1.0' OF 95% COMPACTED NATIVE SOIL. O CONSTRUCT 2" OF ASPHALT CONCRETE OVERLAY AND 2.5" OF ASPHALT CONCRETE PAVEMENT OVER 1.0OF 95% COMPACTED NATIVE SOIL. 10 CONSTRUCT CURB RAMP, CASE D, TYPE 2, PER STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD DETAIL NO. 111-3, INCLUDING CAST -IN-PLACE OR PREFABRICATED SURFACE (NO GLUE DOWN) BLACK DETECTABLE WARNING TRUNCATED DOMES. @CONSTRUCT CURB RAMP, CASE A, TYPE 1, PER STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD DETAIL NO. 111-3, INCLUDING CAST -IN-PLACE OR PREFABRICATED SURFACE (NO GLUE DOWN) BLACK DETECTABLE WARNING TRUNCATED DOMES. 13 CONSTRUCT 6" THICK PCC CONCRETE PAVEMENT OVER 1.0' OF 95% COMPACTED NATIVE SOIL. 14 CONSTRUCT CURB RAMP, CASE B, TYPE 1, PER STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD DETAIL NO. 111-3 WITH RETAINING CURB AT BACK OF RAMP, INCLUDING CAST -IN-PLACE OR PREFABRICATED SURFACE (NO GLUE DOWN) BLACK DETECTABLE WARNING TRUNCATED DOMES. 16 CONSTRUCT 12" WIDE, (4" THICK VEHICULAR ACCESS WALKWAY PER VEHICULAR ACCESS WALKWAY DETAIL, GRADING SHEET 14. 17 CONSTRUCT TREE WELL AND GRATE PER CITY OF FONTANA STD. PLAN NO. 5046. 23 CONSTRUCT DECORATIVE ASPHALT CONCRETE PAVEMENT TO MATCH EXISTING PATTERN AND COLOR. 28 CONSTRUCT 8' SPLIT FACE, 4 FLUTED, 8" BLOCK TRASH ENCLOSURE. 30 CONSTRUCT DOUBLE 8' BLACK MESH SCREENED WROUGHT IRON GATE (6' WIDE EACH). 37 CONSTRUCT 10' CROSS GUTTER AND SPANDREL PER CITY OF FONTANA STD. PLAN NO. 403. 43 CONSTRUCT 4" THICK PCC DECORATIVE CONCRETE OVER 1.0' OF 95% COMPACTED NATIVE SOIL TO MATCH EXISTING PATTERN AND COLOR. 46 CONSTRUCT CURB RAMP, CASE D, TYPE 1, PER STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD DETAIL NO. 111-3, INCLUDING RETAINING CURB ON BOTH SIDES, INCLUDING CAST -IN-PLACE OR PREFABRICATED SURFACE (NO GLUE DOWN) BLACK DETECTABLE WARNING TRUNCATED DOMES. LEGEND: EXISTING PCC CONCRETE PROPOSED PCC CONCRETE ® PROPOSED LANDSCAPE AREA PER ONSITE LANDSCAPE PLANS SHEETS 24 TO 36 0 PROPOSED ASPHALT CONCRETE ® EXISTING DECORATIVE ASPHALT CONCRETE PAVEMENT ® PROPOSED DECORATIVE ASPHALT CONCRETE PAVEMENT EXISTING PCC DECORATIVE CONCRETE PROPOSED PCC DECORATIVE CONCRETE N �� -1 1. 4"SD GV a II I fs C.P. NO. 6 STA 23+22.18 �d ARROW BLVD./MANGO AVE. FOUND IRON ROD 4b ^h C YCP " 4 .TMFfo . " LO% I MH �C, cp>� 16+00 — — —+ 0- 1-41��--- ---(--^-o�oBOULEVA cm�<TMH +m mTMH ► jw :3--(TEL-DUCT) —0CD m — cn¢ 050 - - 3 — — — — — — — — 1 �,,. s�MH%� — — — 2 — 6 -t- — — — — — 6 — — — 4 — - BENCH MARK NO. 119 5QG•�•I - -3 c I 12 5 G PI„i C SCALE 2 SM' LOCATION: ..., - - • _ .. • . .. v , Fay _ O NO.7 STA. 14+16.81 /STA. 10+00.00N BRASS CAP NORTH END OF NORTHWEST 1 A PPLY PC -0 C VR8 COwsTfZ Xr1QAJ ivVM5: q ARROW BLVD. WHEELER AVE .d/Vco, CORNER OF SIERRA AVENUE AND ARROW .+ FD. NOTHING BOULEVARD. INSTALL SIGN Q L/V5MLL UOA) A -A OV61"Wwor ELEV. 1275.25' Q In! ti< 14? KE JOB 4: 101-49 20 0 10 20 40 80 SURVEY CONTROL TABLE: C.P. No. NORTHING EASTING BEARING DISTANCE 0 5 3739.57 4916.59 6 3745.72 6238.34 S89'44'00"W 1321.76' (IN FEET) 1 INCH = 20 FEET Underground SerVlce Alert A a LY ReA c k a if I& -.c, ra i, c. s! ciw Sin 52-* T2 'ti•t % TKE ENGINEERING, INC. SHOULD CONSTRUCTION of THE CITY OF FONTANA, CALIFORNIA SECTION 4216/4217 OF THE GOVERNMENT 1 N ST'1�>' it.. GN S 9 I ` <Z— ESSi REQUIRED IMPROVEMENTS NOT CODE REQUIRES A DIG ALERT IDENTIFICATION L{ M. I 2305 CHICAGO AVENUE COMMENCE WITHIN TWO YEARS OF THE GRADING IMPROVEMENT PLANS RIVERSIDE, CA 92507 NUMBER BE ISSUED BEFORE A PERMIT TO y 1-- DATE OF APPROVAL SHOWN HEREON DRAYI:PI BY. SC,L; EXCAVATE WILL BE VALID � '' Nc.69984 � � f_ ����'�'����� PNS AND CARRIED FORTH IN A DILIGENT TMR AS SHOWN � (951) 680-0440 CAMPUS PARKING LOT IMPROVEMENTS • -.RING FAX (951) 680-0490 MANNER, THE CITY ENGINEER MAY DMMO BY GRADING SHEET DATE: FOR YOUR DOG ALERT I.D. NUMBER CALL � �•9-x-12 \�, � CAMPl1� hAF����La LOT Pi�OJECT UNDERGROUND SERVICE ALERT •�� REQUIRE REVISIONS TO THE PLANS TO TMR TOLL FREE 1-800-227-2600 of F A to- 2-0-k0 BRING THEM INTO CONFORMANCE WITH OCT. 2010 TERRY W. RENNER R.C.E. No. 69984 CHEC�o BY DATE MA No.: TWO WORKING DAYS BEFORE YOU DIG REV REVISION DESCRIPTION DATE ENGR. CITY DATE EXPIRES: RDS IN EFFECT. TMR .----- ,, 18 D ANDA VCITY ENGINEER R.C.E. No. 51152 4849 27