The URL can be used to link to this page

Home My WebLink About1539 IMPROVEMENT PLANS FOR THE CONSTRUCTION OF rUl., [- TANK AND DPIVEWAY 1MPP0V [ M11 _ NTS r0P FIPE STATION 172 LOCATED AT 9612 SAN BERNARDINO ROAD , RANCHO CUCAMONGA U U U GENERAL NOTES: 1 . All work shall conform to the City of Rancho Cucamona Standard Drawings and the Standard `^ Specifications for Public Works Construction, (Green Book, 1994 Edition 2. Public and Private utilities and substructures shown hereon are from available records. The Contractor shall be responsible for protecting all utilities and substructures as shown within the Q construction limits of this project and shall be responsible for any damage as a result of the RA HO construction operations. 'SO C 909 3. The Contractor shall not Underground Service Alert 1 -800-422-4133 and the following utilities CUC 0 two working days prior to construction or regarding any problems. 1 Southern California Edison Co. 989-5861 I Southern California Gas Co. 909 335-7712 General Telephone Co. 800 422-4132 Cucamonga County Water District 909 483-7440 i _ ASELINE ROA ------------ 4. For inspection of this project, the Contractor shall contact the Public Works Section at 989-1862 ext. 2341 two working days prior to the required date. Q- 5. A permit shall be obtained from the City of Rancho Cucamonga prior to any construction or VZ encroachment within any City of Rancho Cucamonga easement or rights—of way. 6. The Contractor shall have a "Class A" or "C-8" Contractors License. /e CHURCH ST. V� 7. Contractor shall verify all conditions and dimensions shown on the plans at the siteprior to commencement of any work. All discrepeancies shall be reported for direction immediately to the city. w �� N Q Q 8. The Contractor shall familiarize himself with all underground utilities, pipes and structures, and Q shall take sole responsibility for the repair/replacement, at no cost to the City, for Z any damage of said underground utilities, pipes and structures. 0 BERNARD 0 - w CONSTRUCTION NOTES. FOOTHILL BLVD. --sAwcuT Za—REMOVE EXISTING LJ >w �—CONSTRUCT 10" THICK PCC DRIVE APPROACH WITH 4' GUTTER, CURB, AND GUTTER j Q Q Q CITY HALL TRANSITIONS, OVER 4 CAB, PER CITY STD. 101—C AND MODIFIED AS SHOWN IN THE DETAILS Q Civic ® 4 CONSTUCT AC PAVEMENT THICKNESS PER PLAN OVER 4 CAB Z CIC'e 5 RELOCATE LANDSCAPING AND IRRIGATION TO MATCH EXISTING �— Q 0 � 6 CONSTRUCT 4 COURSE BRICK PLANTER WALL TO MATCH EXISTING Q m (7�—CONSTRUCT 4 THICK PCC SIDEWALK PER CITY STD'S. 101—C J = Drive g Ap�JUST TANK RISERS TO GRADE AND REPLACE COVERS PER SPECIFICATIONS AND DETAILS Z w � w j 9��—CONSTRUCT 10" THICK PCC DRIVEWAY, OVER 4" CAB > = Q = Q 10 REPAINT LEGENDS AND STRIPES TO MATCH EXISTING 1�1 —CONSTRUCT GRAVEL PARKWAY TO MATCH EXISTING UJ w 12 PATCH AND SEAL SPALLED JOINTS IN EXISTING KEYED PCC DRIVEWAY PER KEYED CONSTRUCTION JOINT DETAIL Q >Q 13 SAWCUT AND SEAL JOINTS IN EXISTING PCC DRIVEWAY PER CONTRACTION JOINT DETAIL cr_ = JERSEY AVE. P 01 CT LOC TION w Z w L) 8th E C" VICINITY M DESCRIPTION OF REVISION DATE AMWVM. NOT TO SCALE CITY OF RANCHO CUCAMONGA FUEL TANK AND DRIVEWAY IMPROVEMENTS FOR INDEX* LEGEND: e . . SHEET DESCRIPTION 0 NEW PORTLAND CEMENT CONCRETE FIRE STATION # 172 1 TITLE SHEET 2 FUEL TANK AND DRIVEWAY IMPROVEMENT P 0 9612 SAN BERNARDINO RD. LAN NEW AC PAVEMENT QOFEssrO,�,' APPROVED BY: DATE: 5 — " CITY ENGINEER RCE: 24953 DESIGN PLAN PREPARED RECOMMENDED, N0` � rn CSB CITY OF RANCHO CUCAMONGA -Z EV' 06-30-96 / 10500 CIVIC CENTER DRIVE * * DI WN RANCHO CUCAMONGA, CA 91730 SHEET C CSB CW CHECKED : .� � R.O.E. W 36937 DRIVING HM DATE ME NO �S—os 7J9 i I KEYED CONSTRUCTION JOINT CSL FIELD FIT 4" THICK .` PCC ONTRACTION JOINT 3 2 2 4 JOIN GSEALANT IN RISER/MANWAY SUMP BOX AND COVER 1 C�� STAFFORD ST. 1 1/4" 10" 1 1/4N 1/�' R JOINT SEALANT IN STRucK/�R JOINT SEALANT -- jj 1/4! -3/8- GAP � 4.5, FIELD LOCATE RETU — _1_ ___ ____ BETWEEN coxa r- TO MAINTAIN F.H. CLEARANCE n : d a 1 1 4" GTiT GRADE PCC 0 6 a s ° 3 1/27 d SLOPE s r PER � / BErMU N JOINS v. —_ t 1 2 4 " _ a STRAIGHT GRADE FLOW LINE TO DRAIN e ° 1 d 41 --+- 8 in a � ,KEYWAY �,7;�..k,>,.,-,.,._�.:�.� �:=- » 4 CAB a _ — 1 _ 2 A ------ / a • F.H. — N 2 5 1 4 CAB GRAVEL PARKWAY �" — 2 PCC PEA GRAVEL -A GAS PUMPS r dtow— " TYPICAL DETAIL FOR TYPICAL DETAIL FOR d - - - - 4 CAB 2 — _ _ _ /� � a ° d — -, _ _ _ _ —_ _ _ _ _ _ _ _ _ EXISTING DRIVEWAY KEYED CONSTRUCTION JOINT ISOLATION JOINT 7 = U' ° — — —_ —— — — — = 6" PCC W/# 3 BARS 18" O.C. SCALE 1"=1 ' SCALE 1"=2' J e ° A d a ° 8 a / �' CL Z e — d . ISOLATION/JOINT ; ; ; ; SECTIONN A-A GRAD BREAK �p , / / / / / SCALE 1 =1' CONTRACTION JOINT a e.' a a d ///10 5 TIEBAR, 30"LG., O 42"SPACING A .-a �J SAWED OR PREMOLDED STRIP SAWED OR PREMOLDED STRIP a - 011 a 1 1 4» JOINT SEALANT IN 1 1 4» JOINT SEALANT IN 1 1 4N JOINT SEALANT IN ,/4' 114! -316r GAP / 1/4 —3/8 GAP / 1/4! -3/8" GAP N 4 n d 00 1 d d SEAL NEW DINT `� 2 REMOVE TO NEAREST ° 3 1/2 a ° ° 3 1/2 a ° e a �N 10" 1V A. 1Ue a ISOLATION DINT COLD JOINT AND e a d d a d N e ° e v -- - ---- a . tsd .. 9 � SEAL NEW JOINT . . d 5 . . . e . EXISTING e ° NOTE: EXIST DRIVEWAY IS 6" PCC J .I, d REINFORCED W/#3 BAR, 18" O.C. N N N .e PCC 4 CAB � 4 CAB 4 CAB a •t1�-• a PCC PCC r TYPICAL DETAIL FOR TYPICAL DETAIL FOR TYPICAL DETAIL FOR TIEBAR CONTRACTION DINT d n d a� / _ d. . �► TIEBAR CONTRACTION JOINT CONTRACTION JOINT JOINS TO EXISTING CONC. N M CONSTRUC 3x4 LANDING AND RAM / / SCALE 1 —1 SCALE 1 1 SCALE 1 1 (10% RAMP SLOPE) / 1 EAL NEW JOINT �CALE� �= lo' .� NORTHERLY DRIVE APPROACH - PLAN VIEW I Jf SAWCUT II REMOVE EXISTING I l �T- / I 3�--CONSTRUCT 10' THICK PCC DRIVE APPROACH WITH 4' GUTTER, CURB, AND GUTTER 1► -1 J TRANSITIONS, OVER C CAB, PER CITY STD. 101-C AND MODIFIED AS SHOWN IN THE DETAILS i TIEBAR C NTRACTION JOINT G>-CONSTUCT AC PAVEMENT THICKNESS PER PLAN OVER 4 CAB 11 I I RELOCATE LANDSCAPING AND IRRIGA11 N T MAT I (2 PLCS.) I 5�-- 0 0 CH EXISTING (D-CONSTRUCT 4 COURSE BRICK PLANTER WALL TO MATCH EXISTING CONSTRUCT 4' THICK PCC SIDEWALK PER CITY STD'S. 101-C ADJUST TANK RISERS TO GRADE AND REPLACE COVERS PER SPECIFICATIONS AND DETAILS �-CONSTRUCT 10" THICK PCC DRIVEWAY, OVER a CAB Z 6 �� . -. _•_ _ _ _ _ . I 1 10 REPAINT LEGENDS AND STRIPES TO MATCH EXISTING CONSTRUCT GRAVEL PARKWAY TO MATCH EXISTING ti 2 0 12 PATCH AND SEAL SPALLED JOINT IN EXISTING KEYED PCC DRIVEWAY PER KEYED CONSTRUCTION JOINT DETAIL x �� 1 CONTRAG�TION JOINT j 0 I 7 ? 13 SAWCUT AND SEAL EXISTING PCC DRIVEWAY PER CONTRACTION JOINT DETAIL Z a. w \\ (3 PLCS.) j 0 1 GAZANIAS FROMI R o \1 I– ►. I PARKWAY 5 i w o �: _ ^ / Z W -� 1 CONSTRUCTION JOINTS ARE DIAGRAMATIC AND WILL BE FIELD LOCATED BY THE CIIY'S REPRESENTATIVE 2 WORK SHALL BE PHASED SO THAT ONE DRIVE ACCESS SHALL REMAIN OPEN TO TRAFFIC AT ALL TIMES d a 3 EXPOSED SUBGRADE SHALL BE COMPACTED TO 959 FOR THE TOP 12" INCLUDING THE CAB. io I e 4 140 MD� - "— —__`_ `---- F.H. W e a ---- _ < A16V I `� SIDEWALK Id QQ – A. — APMWVM _ STRAIGHT GRADE FL d °— `.— ——— ____ _____—— _ ————'— DESCRIPTION OF REVISION DATE _ _ W -LINE TO DRAIN -- -- Nr:; - — -- -- - – O ———--- - 4' - -- - - CITY OF RANCHO CUCAMONGA 1 on FUEL TANK AND DRIVEWAY PLAN 91 ' �r SAN BERNARDINO ROAD • - FIRE STATION # 172 Q 9612 SAN BERNARDINO RD. Q I QgorESS APPROVED BY: DATE: - �� y MU A �ql CITY ENGINEER RCE: 24953 SOUTHERLY DRIVE APPROACH - PLAN VIEW LEGEND: ti� `"�`Z� DEM PLAN PREPARED NDm "~ No. 36937 = S-Z-9 S 2 3 4 1 NEW PORTLAND CEMENT CONCRETE W r CSB CITY OF RANCHO CUCAMONGA THICK NEW AC PAVEMENT * ► S+� 10500 CIVIC CENTER DRIVE Y SCALE, 1• = 10' �� CiVn. �/ CSB RANCHO CUCAMONGA, CA 91730 2 of of W. c�+�D cam' R.c E No 36937 DIRWING Na - HM DATE ti I � ND 95_099