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HomeMy WebLinkAbout5069-3�I F W h IO LEGEND AC ASPHALT BC BEGINNING OF CURVE BCR BEGINNING OF CURB RETURN CF CURB FACE EC END OF CURVE ECR END OF CURVE RETURN EP EDGE OF PAVEMENT FG FIN15H GRADE FL FLOWLINE ELEVATION F5 FIN15HED SURFACE GB GRADE BREAK MH MANHOLE PCC PORTLAND CEMENT CONCRETE PL PROPERTY LINE PP POWER POLE R/W RIGHT-OF-WAY TB TOP OF BERM TC TOP OF CURB VC VERTICAL CURVE X.XX PROPOSED ELEVATION (X.XX) EXISTING ELEVATION v EIS ZING FIN 5MI-D CF4! —rZ. ONTRUCY10 g ^ — to ap m m '103C N ,l OCT ON ^ --� - � O d �r� m � 2 � I m m m 1 -- 3 - .5 .�. �-_ T _.,_ v RPOE O OFA n I � N l4! R PO -ED TOr OF w — m N w --1035 cn N N I Ln 1 3� -� -- c `r m m ( I.0.24 ) I - - .. EXI TI G EDGE w - �? m -y- m -' 0 v w _ w m v- LU ` - - + p42�✓o - — m P VE D' w t\ m PR P SE T P F _ -- 114 1 o -- - -_ - -- - - %a gN ,n - - CUB 2' T _--`0 • m m o-, I —PROPOSED VEME+, D DG - LL. Q L o°�° Lr,m m +`�'� _� — -�- m' - N v ,n - d - - -� PROFILE - - -mom N gw p` m ---�~ u mw - --- - HORIZ.1"=20' VERT. - = 2' + �� N — wm v 12+50 13+00 13+50 m m m 14+00 + p o Z w UA m m 14+50 m 1 5+00 1 5+50 1 G+00 10+50 17+00 LEGEND AC ASPHALT BC BEGINNING OF CURVE BCR BEGINNING OF CURB RETURN CF CURB FACE EC END OF CURVE ECR END OF CURVE RETURN EP EDGE OF PAVEMENT FG FIN15H GRADE FL FLOWLINE ELEVATION F5 FIN15HED SURFACE GB GRADE BREAK MH MANHOLE PCC PORTLAND CEMENT CONCRETE PL PROPERTY LINE PP POWER POLE R/W RIGHT-OF-WAY TB TOP OF BERM TC TOP OF CURB VC VERTICAL CURVE X.XX PROPOSED ELEVATION (X.XX) EXISTING ELEVATION CONSTRUCTION NOTES OINSTALL MIN. G.5" AC OVER 12" MIN. OF 95% COMPACTED NATIVE PER CITY STD. 401 (2 1,G 10 5F)** COLD PLANE * OVERLAY (0. I' MIN.) PER DETAIL, SHEET I 5AWCUT EXISTING PAVEMENT ® REMOVE EXISTING AC PAVEMENT APN 0234 -OG I - 2 APN 0234 -OG 1-21 APN 0234 -OG I - I I 8� INSTALL 8" CURB * GUTTER PER CITY 5TD. 1000 APN 0234 -OG I - I O INSTALL SIDEWALK PER CITY STD. 1006 - - - -°- - - - - - - - - - - - - - INSTALL 22,000 LUMEN HP5V 200 WATT #20 STREET LIGHT PER CITY STD. 404 N \ Y_ ❑ � UNI5TING UTILITY POLE DERGROUNDED BY OTHERS0 EEREMOVED * LINES 2" GAS �— 2" ..A5 2" GAS 2" GAS 2" GAS ... -..G---- . 3�F� ' -�-' ' " � 24 �- �� ... �_ _GAs �- 2° GAs 2° GAs 2" GAs 2" GAs I� INSTALL COMMERCIAL DRIVEWAY APPROACH PER CITY 5TD. 1002 (W=A5 SHOWN) H 4" WATER 4" WATER VdF i K - 4" \NATER 4" WATER -- 4" WATER 4" WATER REMOVE EXISTING BLOCK WALL W INSTALL 8" AC BERM PER CITY 5TD. 1007 EXISTING SEWER/ EXISTING LANE LINE ** PRELIMINARY SECTION. FINAL SECTION TO BE DETERMINED BY THE LATERAL TO BE / �' SOIL ENGINEER AND APPROVED BY THE CITY ENGINEER. UTILIZED ONSITE `g`Z `3 VALLEY _ _ _ BOULEVARD (CONSTRUCTION), _ _ . 4f' le le N ER 8 5F WF_R— 8 SEWER - — (8' SEW=R— I SEWER I �' SEWI_R 8" s;. !d 8" 5f1A ER ��— --- 18" 5EV ER. - 13' 0 1 \� X9°38' i G"E 1 5~ I G~ 17- 0 15' O 2 3 2 VALLEY 3 lam;,................................BOU'LEVARD............ SURVEY 2 ���� PAVING LEGEND } — — — — — — — — — — — — — — — 3 — — — — �� N D. _ •. M 5 5 PROPOSED AC PAVING I ► EXISTING EDGE OF - ` ► TRAVEL WAY LINE 1 EXISTING I --� F COLD PLANE 4 OVERLAY 2" ATFF i 2' �� 2` ,ITER —`(1 ~� 12" WATER ,.' 2 WATEP 12" WATER- c 1�{ TE : 1 2" WATER— �, b .� z REMOVAL S to �EXI5TING R/W w _j O 5, — �- a ° ° �� e, 1 8F5' d; Q,� •Q7 x xi x x x x x x x x x x _ ° , e 192.99' .. 33 GF C� 9 1 EXI TING WATER METER O m c a e APN 0234-1 9 1 -OG PROPOSED PCC PAVING PROT'CT,IN PLACE + � �j + z J 3i PROPO_Ln R/W �� —� z p w r- U O w 8 9 --I �j� w APPN�0234-191-05 - u - U Fc w 8FG G G� > 3�,GF w G� w � m zp EXISTING PCC PAVING Z — F II 0 > w > cn LU �n w APN 0234-191-23 m p J o °L u-' Q LIMITS OF EXISTING APN 0234-191-22 p u- � APN 0234-191-04 p + U w r C� N r m mLn DRIVEWAY GATE N�� v acs' 06Q �C) co n N LL.1N �ON OI 'Tw� �z� QwO� spa m �+� (6pmin + �pwQm �W�m — + U +�p�w�j +mpr6 ()gym cjz � `t�zN Q "WUn �QzN Qc�`o PROPOSED �nt� QpU`r <r0a QoWm In w N SIDEWALK I 0) - co n aC z z m cn LU n m NOTE: (ncnm EASEMENT cnwr�m I tnwwwm SEE SEPARATE LINE OF SIGHT PLAN SET FOR 51GHT TRIANGLE AT PROP05ED DRIVEWAY SCALE: 1 "=20' 0 20 40 GO ,f DIAL •" I� YOU DIG� A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV REVISION DESCRIPTION DATE EWR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO 't BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. ALONG VALLEY BOULEVARD. Q�oF�ssloNq� • land planning �o Fti • civil engineering �� MELVIN W. THATCHER, III Z • landscape architecture D No m DRArMd BY: phone 909.748.7777 ;10 PF m fax 909.748.7776 p • 2/31/15 * DESIAIED BY hatc K engineering & associates, Inc. �T4T� CIVIL���`� PF/Mwr street, suite 105, redlands, ca 92373 OF C A\ -\F 0 CHECKED BY: MWT Melvin W. Thatcher, III R.C.E. 39964 Exp. Dec 3`1, 2013 CURB RETURN DATA 0 0= 90.2 I ' 15" R= 15.00' L= 23.65' T= 15.09' © 0= 89°38'45" R= 15.00' L= 23.47' T= 14.91 ' CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLANS PLAN * PROFILE SHEET SCh; ASSESSOR'S PARCEL NUMBER: 1 "=20' 0234-1,21-04, 17, 18, 22 * 23 DATE: V BOUL ARD STA 12+50.00 - 14+48.1 1 1 1/19/13 m DRAWN NO.• 3 `( �— ITY ENC4 EER R.C.E. 51152 5069 500028 i