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HomeMy WebLinkAbout4901-2CONSTRUCTION NOTES O CONSTRUCT 6-112- MIN. A.C. PAVEMENT OVER 12- MIN. OF 959 COMPACTED NATIVE 20 CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA STD. N0. 1000 3O CONSTRUCT 4" PCC SIDEWALK PER CITY OF FONTANA STD. N0. 1006 (WIDTH PER PLAN) ® CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH PER CITY OF FONTANA STD. PLAN NO. 1002 ALDER A VENUE EXISTH PER PNDRIVEWAY WIDTH AND LOCATION IS CT TO CHANGE BASED TING FIELD�COND TONS AND/OR OWNER AND CITY INSPECTOR RECOMMENDATION ON 50 CONSTRUCT CURB RETURN ACCESS RAMP PER CITY OF FONTANA STD PLAN N0. 1003 ©Z�J �ZV -G�+ (; I I 30' r� A- j� ,J2-ZC © SAW CUT AND REMOVE EX/STING IMPROVEMENTS `Tt V " l r7 I 25 5 OPV3-012-25 / iJ (2) RELOCATE EXISTING WATER METER TO PROPERTY LINE BY OTHERS I I 5' EX/ST ® REMOVE EXIST/NG TREES AND BUSHES WITHIN PROPOSED PUBLIC RIGHT OF WAY m -4i I SIDEWALK 0RELOCATED EX/STING SEWER CLEANOUT EX/ST OWY 10 CONSTRUCT CURB RETURN ACCESS RAMP PER CITY OF FONTANA STD. PLAN N0. 1004 m MODIFY LANDSCAPE IRRIGATION, LIGHTING, AND/OR ANY ELECTRICAL SYSTEM AS NEEDED 12 RELOCATE EXISTING POWER POLES BY OTHERS LEGEND CONSTRUCT NEW AC PAVEMENT REMOVE EXIST/NG IMPROVEMENTS GRIND EXISTING PAVEMENT AND OVERLAY TO MATCH EXISTING PAVEMENT ' PROPOSED S/DEWALK EXISTING SIDEWALK PROPOSED RIGHT OF WAY EXISTING RIGHT OF WAY CBS - EXISTING CABLE LINE PROPOSED N'L Y R/W !n1f 10' 16' 0.5' 6' SAWCUT AND REMOVE 6 EXIST IMP PER PLAN 2.007. 1 (1' MIN) jl 1.799'-2.07% PROPOSED ,01 0 CONSTRUCT/ON CIL 14' VAR/ES 5' MIN 0' 8; E DETA/L A 1.797-2.077 v MIL LERA VENUE NTS STA. 10+34.97 - STA. 14+02.79 T/=9 34' WLY R/W ` J I I CONSTRUCT NEW CHAIN LINK FENCE AND GATES 0 PROP/EX/ST RIGHT OF WAY LINE _ AAs 84' " < _ EX/ST/NG GAS LINE 11 +79.99 - 25.00' E OF CIL ® EX/STING TRAFFIC S/GN. SEE SIGNING AND STRIPING PLAN CONSTRUCTION ` ` J �< _W EXISTING WATER LINE I JOIN EXIST CURB/SIDEWALK 1U5 RELOCATE EX/STING FIRE HYDRANT BY OTHERS 44 C/L 40 (61.24 TC); (60.57 FL) 1 REMOVE EX/STING BLOCK WALL jJ r 'p; � ® S- EXIST/NG SEWER LINE 40' PROPOSED S'L Y R/W 0 PROPOSED E'L Y R/W I I I ! 22' ADJUST WATER VALVE TO GRADE PER CITY OF FONTANA STD PLAN N0. 6000 12 32 22 VAR/ES VAR/ES EXISTING SO LINE 3' - 10' 8' - 15' \\ 226 I 2 FG 11+50.00 GB 18 ADJUST EX/ST/NG MANHOLE FRAME AND COVER TO GRADE < J °, J I V I m - 5' MIN SAWCUT AND REMOVE 5' [• 3 '\ j I 60.80 TC 19 CONSTRUCT 10' CROSS GUTTER PER CITY OF FONTANA STD PLAN N0. 403 off EXISTING OVERHEAD LINE " " o G SEE DETA/L A EX/ST /MP PER PLAN I � r, i `, j 6p• 0 t r. � 60.13 FL ` REMOVE EX/STING CHAIN LINK FENCE AND GATE (> ' MIN) 2.007 i"u/oma-2. i �% 6 1 FS F/N/SHED SURFACE _ _ _ _ � �--- 60 ® PROTECT /N PLACE - P 2.18q - j l 11 +34.00 TC TOP OF CURB / / / /, / _ / //�f\ \/� \ \ `\ 'S I I (� C/L 14' DWY RELOCATE EXIST/NG PULLBOX BY OTHERS\\�\\,.\\•\•�\%\\��\/\/�/\/.\/i\/iii•/% • %/i, ��\��%-/�`/i�/,I�,� I 3 ;o I 12 GR/ND EX/STING PAVEMENT AND OVERLAY TO MATCH EX/ST/NG PAVEMENT PER DETAIL A' HEREON EG EX/STING GROUND ALDERA VENUE ©241-2 �-1► ! ry W "DnWwYy 4 INSTALL 4 " PCC WALKWAY (WIDTH PER PLAN I I I I © 0 11 0 ( ) FL FLOW LINE NTS . [ V = 1 I n � ® RELOCATE EXIST/NG GUY WIRE BY OTHERS STA. 10+25.72 -STA. 11 +79.99 ' I I I V A 4 024J-� 2 24 ® REINFORCE CURB AND GUTTER W/ 14 0 10 OC - 24 LONG. T1=9 I I 6 C' Q @ CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH PER CITY OF FONTANA STD. PLAN N0. 1001 's FG (WIDTH PER PLAN). DRIVEWAY WIDTH AND LOCATION /S SUBJECT TO CHANGE BASED ON 5' EX/ST 2.18X 11+00.00 GB EXISTING FIELD CONDITIONS AND/OR OWNER AND CITY INSPECTOR RECOMMENDATION EVERGREENLANE IDEWALK f< J( I I 1 59.85 TC 3 59.18 FL w x I I ExIST 8" ' ___ 4 0243-112-20 0243-012-19 C&G 62 I 0243-012-16 10+65.05 ECR - 32.00' fl C L X243-012=2 �2,� v 10+81.00 44 40 f , .. � PROP j'� 243 V 12 2 JOIN EXIT FENCE 3 ' � I I �� R W - - - � ¢ � BEGIN CURB TRANS/TION i � -�--� ! , 12' ! 32' 22' (' 18' 59.29 TC; 58.62 FL ! m p v u � v a '� LZ ' 0 3 � ' d p W Qi a j c., oN m o Sao^ 12 18 18 ! 14 3 95 /� c��� 4� c��� 4 c� �� 4 c��� I �V�o It'�� oo ��� o�dcs 10+62.26 BCR 7 � ^ � � �- ' v W 59.46 TC `� 5 G m o0 3 o p o o p oo o °o �� a i ( ) oma, hao o �� �� �vhh ohao °� 4 p o 00 ^ o, o ^� o p -� k. ova o � ¢ ao 0 00� f �, lo�oo, +v 6 EXIST mv� o^ v I �� ��� o��� o^ o��co 0o 6 ��h\ SIDEWALK d/4 1 0 5 G Ig Lv h h h �n h ^ l 9+3837 ECR 4 , I _ �`< o ao: rr ^ \ 6 I I ^ t » 9 2 ' / o h�na EX/STR/W^�' 8 12 0� f14v [� h� �hh EX/ST o > (59.01 TC) c L ` 28 ; f 8 ' ^ ^ 16 'y �u W 10+52.03 EC R/W (58.17 FL 2.209 �<._ 3 ao o �� �+ `�' 1 11 < 7 8 h < N &'. t� °o 56.74 TC h (56.82 TC) 3 8 w ao 0 4 ao 8 , �; o 3 �.: ` < , < .. h < 2. 1 f PROP �, 14 PROP i g ! ��5` .. d/4 (56.21 FL) 8 `� , `� �`� `� ';: h 51 7 < 8 ! < x x-, o R o < FG 8 < < I 1 9 L >0+45.` IC- I Q - _ _ I < _ F y 57.7 5 ¢ < ANGLE PT 22P3:I ; f.,(< < < •� Q ----- 'W -- ---- w 5PI w w •., w„ - < c XS4 : <. } L W W 4 E h a I �' .641. X148! 0.929 � � 0.709 0 - � 0.237 r , 1 8 - rn .� � 11 0.169 � EXIST ' Lo ^ �► N 9+57.48 � h a obi �_ R 6 EXIST EP 12 ! o '� 0.627 6 �i R/W 7 D -�. tr T s - �s o, ANGLE PT _B _ h,� 1 _.._ i 6 0 - - I r cr, N MOD/FY EXIST CB y, r7 _ _._ __ 3 0 3 58.3 ., �_ '� _ , ;.. - CBL CB� ,BL - CB, - CBL - CBL - CK - _ p r _ k1 w - TO MATCH PROP I ^ Q FS ¢ - 7 i 8 6 -. T G h a w w 12 4 v�5 va 6 6 ::,.v� 2 1 %S �oS 6 �F F s -RETURN-R4DlUS ; i_ _ _ _.__®__ ___-4.8+3569 -_-__ ___ s ^ 12 14+01.96 11 - _ �3 -- �_ �_ __ 14� - 4NGLE 9T---- - - s ,CB ----- ;. CBL CBL ;n'-- CBL - - B, . 0 ANGLE PT 11 N 8925'16 E - - _ -../ ..CHC_--- CBL CBL -- CBL -- CBL -- CBL -- T -<-- '3L -"- :--. _- CBI. --- ._..-rBL - C - -- I - _ - - 8L ..BL cBL - 1 -CBL CTs:.... -. i;EL. -� L -- C8L _ - _.._ C� _ _......._ "e!L CBL CBL ...- CBL -- CL _ - _ 10+00, 00 CLL MILLER AVENUE w - - - =10+00 00 CIL ALDER AVENUE 0. / �� w ?& 21 a6. 52 1g 5 FS �Of00 00 �L MILLER AVENUE ! J 5$ m 5� A S� B 5� 9 -14+35 90 C L EVERGREEN LANE cV op U - ..' �. ,- - r 3 W �j O - c - L--- , r N 3 Y -- b� v -= - c5 c -S - -- c c c 5� / W 00 w - _ - ��• 4�rn Q ! w ! ,, w . `: �. O q � �` 1 CBL -- CBL .8_ -..- - -CBL CBL ----- CB:, L -_ ate.. _..._ - _. _. 4 B. CBL .- CBL'- CBL --- C8L - -CEL. - C8L -- CBL - CBL - CBL CK - -' C8L -- C8L CBL 3 ^ a 1 51 Exrsr TREE v 1 6F`' EX/ST CURB 1 M/LL�i'A/EI�IU - w - 57.07 � 57.03 � _ � h -- w REINFORCE C&G 8 6 _� --- 0 9+56.73 1 6 FS 4• FS - _ - - - -- F: ®SD X-lNG ANGLECIOPT - - - - - s 57.82 TC 57. C d 4 ( o r< FS -x-x X- x- EXIST c�t I EXIST I F. �C ` <' .� ' , �o \` < o .�. r I I Q FG U I 1 9+55.34 3 5735 TC R/W PROP < 6 R/W r j m -�-� _� N' ANGLE PT d 4 PROP w L < h � J tk -- R/W < < �J. 8 1 R W /ST FENCE ^ \ - <<,. <. 15-:1"� `° - 12 w / ` f` EX EX/ST R/W I CONC DWY 0.509 - MILLER AVE 6� SECT/ON A'- A' 2 EXIST TREE �o Ex/ST a I 28' 28' y q o o I o I I 0243-071 -D0 ' 0243 -Oil -07 ' 0243-071 Q o - 3 0243-071-09 0243-071-10 WALKWAY`-� a h h\ FS7.60 9' , �� h I I I I I 9+33.05 ECR g1 8 ,<• v �; v (57.13 TC) FG I m 3 �-� 22' 13' �5 46 FL) 40' 40' \ ~ � 6 SAWCUT AND REMOVE 5 MIN OR AS DIRECTED W 24✓ -071-Q I I I EX/ST PAVING PER PLAN GRIND EX/ST. PAVEMENT TO 0.10' M/N DEPTH 0190-294-0-� \ I _ L 4 o W v o ro I I ( (1 MIN) �, OVERLAY PAVEMENT TO 0.10 M/N DEPTH = MATCH EX/ST PAVEMENT 4' EX/ST I I I \ 3 , �ricr J,1A11 am I \ 8+95 09 ^ 1 SIDEWALK 0190-294-09 EXIST MAILBOX BEGIN SIDEWALK 0243-071-03 :0* 0* A' B, DRIVEWAY MODIFIED PER SECT/ONS A' A' AND 'B' 'B' HEREON ,-v,� t,". ' IAVEMENT v CAt TING EX/ST NAT/VE 12" MIN 957 COMPACTED NATIVE DE TAIL 'A " NTS DATA/BEAR/NG O BEARING/DELTA RAD/US LENGTH TANGENT AO NO3'55'16 1V --- 115.14 -- --- 89'3742" 89 'J742 " 35.00' 54.75' 34.77' © 89'5247" 35.00' 54.90' 34.93' DO 89'5659" 20.00' 31.40' 19.98' 01 90100'18" 30.00' 47.13' 30.00' NTS EXIST R/W 7' 1 18' MILLER AVE S� 3' �D9, SECT/ON B'- B' NTS i; ?0' 0 20' 40' 60' SCALE IN FEET SCALE: 1"=20' S°\DESIGN SECTI❑N\CIP IMPROVEMENTS\Muter at Atder Project\SHEET 2,dwg Apr 26, 12 - 5:03pm