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'("Sj" (� 8'0 -e, (D o ,Z �.:4))- 111 .... f 56.73' J m N U 3 nj (o . .� W G G G > C� C I . © w w m a c 0 0 r . w G G s G N ) p la w = z N * } �� , O N� /k } -PROPOSED APN 0234-06 - 7 O c p �� w p U O m m o - m ` 2 zn. m Q _ . o ^� - � �- o � ::‘ zSEE SHEET 3 00 omoz z °' � zm _ •• � � C- o Rw "? � �_� 0 en w c0 � V Co Qo"lNQN " wwN � J zml V UN m > m e7� j u �O U > °� � - K m �O V ��O > O �oUSUN ~ Qz- � � °� a. + bXp ro K t0 V K � + .CONSTRUCTION NOTES + F m g vzwFQ ovo wp o o PAVING LEGEND m m m o PROPOSED N Q o W o +0 0OSAWCUTEXISTINGPAVEMENT t` HULDz+ Do _tnww ± o < OU10 0+ om mu � Q � � O to RW � VOAm � m (� C9 � QUQ wN - z Utf) w U wo m `r N > NomV to e240en * .�LEGEND o m > 0 N � = + pV- zzW z cfl � � - � Op + t > l` 0 AC PAVING AC ASPHALT too Qo VomNm Nww OZ REMOVE EXISTING AC PAVEMENT z < c9 o CCD Q O + U m N m - F �� w w w O N m Q o CF CURB FACE + U + p V + U + K x L' nrom � nm + v (o le c9ezl- (9l- LDDL ® REMOVE EXISTING AC BERM Q n o N w F U co- ��� EP EDGE OF PAVEMENT z N 0 i1 - - U to - X � _ Z � Q � (D m 'O HON ® REMOVE EXISTING CHAIN LINK FENCE - > J w aQ w f < 0 N �' n Q zo w H z REMOVAL FG FINISHED GRADE + z F w 0 FL FLOWLINE ELEVATIONCOCO to w m cn CO to w � t_ 0 REMOVE EXISTING WROUGHT IRON FENCE - p p *CONTRACTOR TO VERIFY (POTHOLE) N co Co FS FINISHED SURFACE c 06 w EXISTING LOCATION AND ELEVATION PRIOR ' GB GRADE BREAK ©INSTALL MIN. 5.5" AC OVER 12" MIN. OF 95% H w COMPACTED NATIVE PER CITY STD. 400 (I 3, 00 SF)"" N PCC PAVING PB PULL BOX CURB RETURN DATA TO ANY STORMDRAIN CONSTRUCTION. - FCC PORTLAND CEMENT CONCRETE YV A A= 90°00'00" C A= 90°00'00' ® INSTALL SIDEWALK PER CITY STD. 1006 I R/W RIGHT-OF-WAY O 0 R= 12.00' R= 12.00' 0 INSTALL 8" CURB E PERVIOUS GUTTER PER DETAIL, SHEET 3 A,_y I - EXISTING PCC PAVING TB TOP OF BERM L= 8.85' L= 8.85'LINE DATA: TC TOP OF CURB T= 12.00' T= 12.00' ® COLD PLANE $ OVERLAY (0. I ' MIN.) PER DETAIL, SHEET I TEL TELEPHONE NOTE: L I N89°5 I '54"W 4.50' © A= 90°00'00" 0 A= 90°00'00" SCALE: I "=20' TS TRAFFIC SIGNAL SEE SEPARATE LINE OF SIGHT PLAN SET FOR ® INSTALL MAILBOX PER OWNER'S SPECIFICATIONS L2 N89°5 I '54"W 4.50' R= 1 2.00' R= 1 2.00' L3 N89°5 I '54"W 4.50' COLD PLANE * OVERLAY X.XX PROPOSED ELEVATION L= 18.85' L= 18.85' SIGHT TRIANGLES AT PROPOSED ® INSTALL COMMERCIAL DRIVEWAY APPROACH PER CITY L4 N59°5 I '54"W 4.50' mommin= (X.XX) EXISTING ELEVATION T= 12.00 T= 12.00 DRIVEWAYS. STD. 1002 (W=AS SHOWN) 0 20 40 60 9 CONNECT TO EXISTING CATCH BASIN PER CITY STD. 3005 (B= 12") ® INSTALL 1 2" RCP PIPE (I 350 D-LOAD) REV. REVISION DESCRIPTION --DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT ,. opess'oNq� CITY OF FONTANA, CALIFORNIA Q REMOVE EXISTING TREED ‘,52a :(es 1 • land planning o COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL ce MELVINW\ STREET IMPROVEMENT PLANS "PRELIMINARY SECTION. FINAL SECTION TO BE DETERMINED BY THE civil engineering mATCNER, III SOIL ENGINEER AND APPROVED BY THE CITY ENGINEER. NNMnwawwwwwvN tires € i m • landscape architecture � � No. -96a DRAWN BY: PLAN S PROFILE SHEET SCALE: SHOWN HEREON AND CARRIED FORTH INA DILIGENT MANNER, \ h phone 909.748.7777 PF 10055 BANANA AVENUE "=20' DIAL � ' TWO WORKING THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO „ � */ DESIGNED BY: • I • A AVENUE STT• +32.22 - 16+50.27 DAZE in fax hone 09 74776 P. Z3 /15 7f BEFORE I► DAYS BEFORE r CIVIL YOU DIG YOU DIG thatc er engineering & associates, Inc. ` 9pP 0q- ! PF/MWT 5/26/15 lb BRING THEM INTO CONFORMANCE WITH CONDITIONS AND 1461 ford •street,suite 105,remands, ca 92373 OF CA F CHECKED BY: APP'' D BY�', DRASG NO.: FREE I -800-227-2600 v L '3 •/r- TOLL 2 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT STANDARDS IN EFFECT. M`VT Melvin W.Thatcher, III R.C.E. 39964 Exp. Dec 31, 2015 CI Y ENGINEER R.C.E. 51152 5262 6 562I2R2