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HomeMy WebLinkAbout313-2 CONSTRUCTION NOTES: QUANTITY 2 -CONSSRUCT S7AMM04CJL0RE PAVING PER ARCHITECTSPECIFICRTIOAI ' i3 INSTALL GROUTED R\P-RlAP r CLASS A y 24"THI45K 98 © CONSTRUCT 6"CONCRETE CURB PER RIV. CO. STD. NO. 204 1,470 LF. 4 CONSTRUCT NEADW4LL PER DETAIL DN SHCET 1 S, 4 — —— 98 © CONSTRUCT 6" CONCRETE CURB AND GUTTER PER RIV. CO. STD. NO.:200. 1y0G5 L.F. 6 CAN57WT`HEADWALL PER DETAIL DN SHEET ] I^ _ 96 % © CONSTRUCT W CONCRETE SWALE PER DETAIL SHOWN HEREON. 180 L.F. /a HEADWALL PER L)NSTQIlL'T X-'WL ON SHEETI 94 94 I z ® PLACE 4"AC PAVING OVER 6"AGG.BASE SOy900 S /7 C RUCT TRAMC- 1W,R\ER PER DETAIL OA SHEE-I 1 © CONSTRUCT ACCESS RAMP PER DETAIL ON PRGE 2 2 EAACHCH MN3 ❑ � �- 92 Q ® CONSTRUCT 55'X SeCONCRETE FUELING PAD 18 CONSTRUCT BERM PER DETAIL SHOWN HEREON S'-OP © CONSTRUCT 40'X 25'CONCRETE DECK OVER FUEL STORAGE TANKS !g CONSTRUCT CF655 G11TT�R PER DETAIL-SHD W/V HEZC DN a M BER D E TA I L go 9° ® CONSTRUCT CURB INLET CATCH BASIN PER RIV. CO. STD. NO. 301- L+10'H=L}'b" 1EACH zo CNMTRUCT CURB GPLANTER5 PERDCTAIL SHOWN HEREON B6ALE: t 2' 86 ��' y L 86 ® CONSTRUCT 3'X 4'X 3'DEEP DROP INLET W/STEEL GRATE PER DETAIL SHOWN ON SHEET J 1 EACH 2i INSTALL RED WOOD HEADER AT L-D6E OF AC PFlVING 10- PLACE Is" RCP, CLAS5 III -15 LF \ R613 EAISTING DRIVEWAY -NEW DRIVEWAY PER DETAIL ON SHEET I I I I g 95 1 CONSTRtlCT 6'•CURB PER RIV P° STD.N0.Z° I .3a D 96 � \ — --tix---i q 9J o o c \ \ \ \ solL AC PAVrN6 I I ra 'S� m \\ \\\ \ S5�\ \\ \ \ 0 \\� \\ \\ \\' . 20 CURB R6 PLANTER DETAIL g6 e6 s — \ ��\\ \ \ \ \ 1 ( \ \ \ _Ol_ \ so ' I9\ \ \ \ \ ° 4z \ \ c �e \\ \\ \ \ \ \ Lei. � 'C9gr .} \/ ♦ \ 18 I I L° 74 14 74 17 • / / � I � D° S, �P;E� \ Fs 8 � t \ `Y{" � \� I I Taa� �� .i � / P s• I I � � 1V a � \\ \ \ \ \ ._8864 F>• so \ \ \ \ � y„\ 2�, ♦- O- I j I j I I \\'� 78® e4 � o p \ \115FPN \ . e9'3iFi o ' IL ° Z t C ��� I 91 toy, - - Ia I I I 2 �1 7z o c OlPiL 20 \ u 0(' � \ \� , I � / �� I � I ^u � �\\\ `\ \D °f<ti� �\� ��\ \ \\ \\\`5- � � -` 51e. 8F9 \\\\' ♦ � '��/ //° II I eZ I r.' I � - � c 8&SSFL I s �\ I\\ - -_\ \ '\\ I / I \ ,�$ i i I � � E � \ \ sc,e, -'e�`� .- �O � � �� �- _- _ -q4�u,Fg G \ - ♦-�� ,/ q� I � � I--i��-)T-- � -I-�-- L6 ETOK C-C tt 1 \ \ ,.�s \ 98•� ss-� ar+r¢0.N� a � . Oro-` `g,•tifs y � � � I -- v9- C69.94 FLU SCQLC I 5 s 99 r / \ "I r \ 1 I - ry i qp . : \ \ �'\ SE�b � ----- _�N -- `•81�r6 ..- Fx '.-t- � -7 C� gyr - - 1 I � - \ \ 9�r �� �a - O e ,,>� � \ -A w -_ --- ♦ - b" CONCRETE GVfR 6'A66 BASE g 1 \ 1 1 \ a� F�- 1-----/ g6•59 �?i s WITH +4 REINFORCING E5RK5 CRd551N6LpIZ"O.G \ \ \\e \ < ` __ m - \� �Zr� 51. 33R i ♦ _��2 m g z 22_ b — x---- 6 z 3 z G) z.nrc� _ \ /- � `_---��� 7 AC PAVING Z 25�\�i!i �0- LEGEND o� SD \ \ \ \ \ \ ue r F.S. FINISH SURFACE CR055 GUTTER DETAIL F.G. -FINiSH GRADE \ \ \ -/ - c �• a F.L. FLOWLINE \ \ \ \ \ \ \� �\ s\T \ is _ 17 N.G. -NATURAL GRADE ♦ \ \ \ \ \ \\ \ _ j / �8q \ ®E _ b�! tin _ ��7 SCRLE:I"+/a' \ \ \ \ ,�5 -- �.' i76 6-616X6WWM CJNT. INV. -INVERT \ �\ \ \ \ \ , ELEV.-ELEVATION ��✓✓ \\ \ \\\ \\ T.W. -TOP OF WALL EDGE \�OF PRYING ,� 77.aOF5 /// - \i / 0 35.\ 1 ^�18 w Qy I — —��\'' V F ♦ °� 1 T.F. -TOP OF FOOTING \ �\ \ \ \ \\ \�� -- � --� /�/ 1 � � se,�. - \ „e•--dd r � � -_'--- -- - "' � 4 � �/� 'm�� F.F. -FINISH FLOOR ♦ \ \ \ \ \ \ \ Z FS / \. I Q g2.4zE+ H.P. -HIGH POINT \.n 6" AG - G' EASE MIN RM/ -RIGHT OF WAY `' \ \ \\�\\ ` 7w.oaFs _----- `3 , O T.C. -TOPOFCURS \ \Eof° \ \� --% / / \ \ 37\ -- - - - 11aEa 72\----- ---7rJ —O—O—DAYLIGHT LINE r 0/ \ °° �/\ G3 -�i-� p i,' \ \ I \ I I - �zTt ez.�• 4' CONCRETE SWALE ��' RETAINING WALL YYY ♦ \ n'4�\/ Z'sgFyL / / �% \ I - - SCALE:P 2' SCREEN WALL 74 —� �-EXIST.CONTOUR --3- -- NEW CONTOUR - \ --cf t_ ��0 - re,� 0 39` _14 I ( ) EX.iST.ELEVATION \ \ �z _ Io \ \ \ e I-_ - 2`�� \ NEW ELEVATION / �/ \\ \ \� 3 FOR SIDEWALK 2�, GRAPHIC SCALE ♦ \ o \ r DETAILS. -EE - 1 pL �,/j EDGE OF A.C.PAVEMENT ] y of \ \ se, —> FLOW DIREC110N / z° 0°k\ \\\ / 2s.ea s Pin^•^vr \ "^^ \\\_ o l—_�- ` `_- - - r - _♦ _ 20 o i° 20 +o PROPERTY LINE \� � \ \\ �swEwA`r� -1 ----- -- 73 z -y- \\ .. nG 1' 80 3 C-- ` I � � I ,�9� 9 C ♦ a o � /1262.7 TC) \ \ \�/ - Do 12 \ \ 3 mo `m ���-`_ DER. --- L - — ♦ ------ --71 7 m 9 D 12L2,25F X �- ��6 ' PLANTER - -� qVP _ - - - ------- Z CND\WALE•LEGIN�� --- a ��-.--- � 20 �� .-_� --_ - -- - -/27o m � Gl >/ �•�h .3T ��� \ o r - D•9 � - 2 tjo.99Ft --�$l.2.1CL- - - 70,0 FG - -♦♦ ---__---'--69 s �_ 3 / y is P - _ - - \ - - - _ - _ -- m aLDo1r � _ D . / i�� IS 7.00P I`—\ \ -7/•90-T � • ��, t / I� l - s7,5 s,00 72. OFG \ — — �3.00TF —_ — n -_ ENGINEER'S NOTICE TO CONTRACTORS THE EXISTENCE AND LOCATION OF ANY UNDERGROU14D UTILITY PIPES OR STRUCTURES ti g�' y - \ III Ib 5 \ -_� SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. \ Lyp. 5az3 ' II R THESE LOCATIONS ARE APPAOZIMATE AND SHALL BE CONFIRMED IN THE FIELD BY THE ` LI yo,� Phi �° 1 1 / I f EXISTING CONCRETE S WALL CONTRACTOR,SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT Lit NC•�iE " ill - I,, / AND/OR GRADE OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO \ \ /g 7 k c,Z\NG a I 1 a —LI b3 6Y 1 �X� I�� v \ NOTE: RETAINING WALLS CONSTRUCTED UNDER SEPARATE PERMIT TAKE DUE PRECAUTIONARY MEASURE TO PROTECT ANY UTILITY LINES SHOWN AND ANY I I 1 I j OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. \ P 'II 3 a I Zk' RC ni 19 4 aPpFES:gE62 "THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH PREPARED UNDER THE SUPERVISION OF PRECISE GRADING FLAN ACTUAL THICKNESS OF BASE MATERIAL TO BE DETERMINED BY SOIL TEST AND \ cn f v F <0F6G=E4c 'fiy THE APPROPRIATE CONDITIONS OF DEVELOPMENT:aND/OR CITY GEORGE BACH PREPARED BY: RECOMMENDED BY THE SOILS ENGINEER. R-VALUES,SAND EQUIVALENTS AND I c+ �, AND STATE LAWS, AND A PERMIT CAN BE ISSUED." Q/ _,. WESTERN ENGINEERING TENTATIVE PARCEL MAP 28524 STRUCTURAL SECTION OF STREETS SHALL BE SUBMITTED TO THE CITY OF CORONA FOR b r.110 R.C.E. I10?2 EXPIRES 1z/z000 1403 N. BATAVIA ST., SUITE 110 APPROVAL UPON COMPLETION OF ROUGH GRADING. Itlti o N°'1092 SUBDIVISION �F PARCEL 3, P.M. 176/82-86 11�, ti i* FXP. 2 2aaa ' * DRAWN DESIGNED CHECKED ORANGE, CALIFORNIA 92667 CARE SHOULD BE TAKEN TO PREVENT GRADED DITCHES AND SWALES FROM ilr h o � CiVIL * `D /¢-5 7 _2A - �:. (71 4)77 1-7908 UNDERMINING STREET UMPROVEMENTS. UPON INSPECTION OF THE SITES,THE CITY I(f * qyF �o* � � — CITY OF LAKE ELSINORE SHEET 2 OF 3 ENGINEER MAY REQUIRE TEMPORARY GUNITE SWALES,ENTERING OR LEAVING f °FoauF RAY O'DONNELL RCE# Z6603 - IMPROVEMENTS. SCALE:1 20' DATE:5/15/97