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HomeMy WebLinkAbout5708-111030 N LY TC O OR N U LOp ' �04 0CNj� N 04 O 0.39% N r o� C) • L O Q Wr rrn L r Kir N N W p � I W W Z W 0)I J U Q 1030 N� Q �W i 'I'AA V, WW ? W Jco I _ O O p O O O f� O 0 00 + d 0 f\ O N N O m + + CO O + r7 r-. 00 N N 278+00 279+00 280+00 U DELTA c0O�- 38 L0 e Co N Op N C14+ O M C4 00 PROP. TOP OF CURB N N F- O N 00 N N 23.31' 13.18' U 6611'53" 20.00' 23.11' 13.04' 634' S/0 CENTERLINE 20.00' 23.13' 13.05' — —1 23.13' 23.16' & RECONSTRUCT EXISTING RESIDENTIAL DRIVEWAY PER CITY OF FONTANA STD. PLAN 1002. (WIDTH PER PLAN) CURVE V CX CURVE U 12 c o FOR NEW PAVING IN OLEANDER AVENUE (T.I.=6.5) 0 CONSTRUCT 5-1/2" A.C. OVER 10" A.B. OVER 12" OF NATIVE (COMPACTED TO 95%) N 14 CONSTRUCT 5-1/2" A.C. OVER 10" A.B. OVER 12" OF NATIVE (COMPACTED TO 95%) x ix x- o, CO FOR NEW PAVING IN CYPRESS AVENUE (T.I.=9.0) XL7 1 - CONSTRUCT COMMERCIAL DRIVEWAY PER CITY OF FONTANA STD. PLAN 1002 00 +� o (MODIFIED AS PER DETAILS ON SHEET 2). N � $ 16 CONSTRUCT PARKWAY PLANTER BOX DETAIL PER DETAIL ON SHEET 2. X 0 W PROPOSED FIRE SERVICE TO BE INSTALLED (BY FONTANA WATER COMPANY). W U U N � 'n �W U PROPOSED FIRE D.D.C.A. TO BE INSTALLED (BY FONTANA WATER COMPANY). U m C" 19 m c � � 1U- PROPOSED DOMESTIC WATER SERVICE TO BE INSTALLED (BY FONTANA WATER COMPANY) Q W 21 PROPOSED IRRIGATION WATER SERVICE TO BE INSTALLED (BY FONTANA WATER COMPANY � H CCD 288 p 0 00 N� 0 �U 01, I W25 CO N co rl- U Lc) ~ REMOVE EXISTING WATER METER (BY FONTANA WATER COMPANY) r) J (n ehH RELOCATE EXISTING WATER METER (BY FONTANA WATER COMPANY) ^ . r) ADJUST EXISTING MANHOLE TO GRADE N`M U 29 REMOVE EXISTING STAND PIPE ,M,, 30 �^00 +N K) ..4-1 m C'400000 +4 OO +L6 32 +L6 ON +Ui CD 00CVO 33 NLr N 34 �ti�ICn'',. FO 35 REMOVE EXISTING WATER FACILITIES BY OTHERS OOCN N� N d N ONO C14O N''�0.45% 0 N 0.54% ��- �— 0 045 _ 0.41 % — —_ 0.41% FL ® LZI p c) N O O N L� DWY O o N OCO C) ^ ^ Lcl rn ,ri + 04 coo + O M N o N O 4 00 N N o °N° No EXIST. TOP OF CURB 0 34' S/0 CENTERLINE _ O O p O O O f� O 0 00 + d 0 f\ O N N O m + + CO O + r7 r-. 00 N N 278+00 279+00 280+00 (1024.07TC) 37 (1024.17TC) 1023.40FL 36 9 1023.50FL 278+00 279+00 — — 4 N O _g J + C) N 00 N X Q W 37 _ I11025.01 TC24.34FL 9 Cl 0 280280+000 _ U DELTA c0O�- 38 L0 e Co N Op N C14+ O M C4 00 O N N F- O N 00 N N 23.31' 13.18' U 6611'53" 20.00' 23.11' 13.04' V 6615'32" 20.00' 23.13' 13.05' — —1 EXISTING POWER POLE BY OTHERS (FOR REFERENCE) OREMOVE & RECONSTRUCT EXISTING RESIDENTIAL DRIVEWAY PER CITY OF FONTANA STD. PLAN 1002. (WIDTH PER PLAN) Q N CX 11 10 12 c FOR NEW PAVING IN OLEANDER AVENUE (T.I.=6.5) 0 CONSTRUCT 5-1/2" A.C. OVER 10" A.B. OVER 12" OF NATIVE (COMPACTED TO 95%) FOR NEW PAVING IN SANTA ANA AVENUE (T.I.=9.0) 14 CONSTRUCT 5-1/2" A.C. OVER 10" A.B. OVER 12" OF NATIVE (COMPACTED TO 95%) x ix x- FOR NEW PAVING IN CYPRESS AVENUE (T.I.=9.0) XL7 - CONSTRUCT COMMERCIAL DRIVEWAY PER CITY OF FONTANA STD. PLAN 1002 (1024.07TC) 37 (1024.17TC) 1023.40FL 36 9 1023.50FL 278+00 279+00 — — 4 N O _g J + C) N 00 N X Q W 37 _ I11025.01 TC24.34FL 9 Cl 0 280280+000 _ U DELTA c0O�- r M O L0 e Co N Op N C14+ O M C4 00 O N N F- O _ I 23.31' 23.28' Z o CURVE T CURVE S o Lo�; d cn W) o Z Lily m r -)U N� ,.. pp �c�0 ISM r -M UU nU^U Nf- I NM +Qj 00p CV� w + O = c0 � CO 00 M CD 00 + Q; CON N VU d M 0p 00 't Oc0 Mn (0N m0 p� p� OO ONO r- +,,,�00� �00 �N Np dN�N 00p 00 C:) �"— +i^ -MOF^ ^� Op NO�O N� '.�-_"'- 00 M N 00 N N N •- ��N�--�"'� O O N 00 C5 N ,r. -/►fir �"' O Ui O U j �1 1.17ye �N 0004 N cn FL ® C,4 o J LO 0 DWY 4- N CD PO C6d M p 00 r N N 0 0 O O i0 O o rn O O M n � O+ Oi N O C7 M O N O O � 00 O O + 06 T71,�- EX. GRADE Cl o "-1-00 o �I-- C) 0 CENTERLINE po' co � N --'- O O^ O O 00 O L�- O 0 m M cD N C) — O + 00 � 04 + Ui 000 ..� 00 N N —L -- PROFILE SCALE: HORIZ. - 1" = 40' VERT. - 1" = 4' 281+00 282+00 283+00 284+00 25+00 286+00 287+00 J U ------------------- -- ------ - - --_--_ oa4eEE 4 i U PAVEMENT LEQEND - REMOVE EXISTING AC PAVEMENT - CONSTRUCT NEW ASPHALT PAVEMENT - CONSTRUCT NEW PCC SIDEWALK - GRIND AND OVERLAY - CONSTRUCT PCC IMPROVEMENTS SEE DETAIL SHEET BENCH MARK: CITY OF FONTANA BENCHMARK NO. "289" FOUND RAILROAD SPIKE IN THE NORTHWEST SIDE OF POWERPOLE NUMBER 61319 AT THE NORTHEAST CORNER OF THE INTERSECTION OF SANTA ANA AVENUE AND CATAWBA AVENUE. ELEVATION = 1032.22' .cRa co m Co m DELTA c0O�- L - - rD--� -Q e Co N Op 00 00 ON n0 N N N Q NN Q F- O N 00 N N i �rn aOoo U N N UNN 0 0 0 C:, 282+00 N TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. J J O ti CD 10 n >< 7 1029.39TC 1028.72FL 1� I CL ICL X W 029.64TC 0�8.97FL 39 9 2 CURVE TABLE CURVE # DELTA RADIUS LENGTH TANGENT S 66'41'09" 20.00' 23.28' 13.16' T 66'45'57" 20.00' 23.31' 13.18' U 6611'53" 20.00' 23.11' 13.04' V 6615'32" 20.00' 23.13' 13.05' 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 BRING THEM INTO CONFORMANCE WITH REVISION DESCRIPTION DATE ENGR. 1 CITY DATE STANDARDS IN EFFECT. 1030 Q N' LY T C CD + C00 V co O • M O o� 0 Nr • L HW �W_ V,♦♦^^ WW ?W J to I U O oC +o OONO 0 1030 CL 0 20 40 80 120 SCALE:1 "=40' WD/D# 8-36C382506 DRP 15-017 01 o Q�()FEss/p Prepared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA N lhie/7es Engineering, //7c. STREET IMPROVEMENT PLAN / y C IAL ENGINEERING LAND SURVEYING w 14349 FIRESTONE BOULEVARD DRAWN BY: JURUPA AVENUE SCALE: W 01 r^ LA MIRADA, CALIFORNIA 90638 rn * R.C.E. N0. 56155 r * PH.(714)521-4811 FAX(714)521-4173 G.P. STA. 277+50.00 TO STA. 288+00.00 AS SHOWN °° n DESIGNED BY: SOUTH WEST FONTANA LOGISTICS CENTER DATE: Exp. 12-31-18 Q i ,A� C1V1� _ q�Q,r' G.P. W CORNER SANTA ANA AND CYPRESS AVE k;�RtEl_ 14,460 NO. 19711oM F Fo Date : `t ��Q CHECKED BY: APDRAWING NO.: or C A`\ EINHARD STENZEL RCE NO. 56155 DATE. eW* Y •�� `1g 5708 M.R. CITY ENGINEERR.C.E. 51152 7 J o 36 REMOVE EXISTING DRIVEWAY 37 CONSTRUCT 6.5" MIN. A.C. OVER 8" A.B. OVER 12" OF NATIVE (COMPACTED TO 95%) FOR NEW PAVEMENTIN JURUPA AVENUE 138 PROTECT IN PLACE EXISTING STREET LIGHT 39 GRIND AND OVERLAY EXISTING PAVEMENT. 5' WIDTH MIN. 40 RELOCATE EXISTING COMM. PULL BOX. 41 CONSTRUCT 6" CURB PER CITY OF FONTANA STD. PLAN 1000 42 ADJUST TO GRADE EXISTING WATER VALVE 43 REMOVE EXISTING TREES, LANDSCAPING AND UNDERGROUND EXISTING IRRIGATION SYSTEM TO CONTINUE BEYOND THE LIMITS OF PROPOSED MEDIAN IMPROVEMENTS. 44 PROTECT IN PLACE EXISTING MANHOLE COVER 45 REMOVE EXISTING MEDIAN CURB O CONTRACTOR TO CONTACT SAN GABRIEL VALLEY WATER COMPANY IN REGARD TO EXISTING CONCRETE WATER LINES AND CONFLICTS WITH ROAD IMPROVEMENTS CONS rRUCTION NOTES: 1O SAW -CUT & REMOVE EXISTING A.C. PAVEMENT. 2O PROPOSED TRAFFIC SIGNAL - SEE SIGNAL PLANS 3O REMOVE ALL EXISTING TREES/SHRUBS/TREES STUMPS WITHIN PUBLIC R/W. 4O REMOVE EXISTING CURB AND GUTTER 5 REMOVE EXISTING SIDEWALK 6 REMOVE EXISTING AC BERM 288+00(2)UNDERGROUND EXISTING POWER POLE BY OTHERS (FOR REFERENCE) OREMOVE & RECONSTRUCT EXISTING RESIDENTIAL DRIVEWAY PER CITY OF FONTANA STD. PLAN 1002. (WIDTH PER PLAN) 9O CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA STD. PLAN 1000 10 CONSTRUCT SIDEWALK PER FONTANA STD. PLAN 1006. (WIDTH PER PLAN & DETAILS) 11 CONSTRUCT CURB RETURN ACCESS RAMP PER CITY OF FONTANA STD. PLAN 1003. 12 CONSTRUCT 4" A.C. OVER 6" A.B. OVER 12" OF NATIVE (COMPACTED TO 95%) FOR NEW PAVING IN OLEANDER AVENUE (T.I.=6.5) 13 CONSTRUCT 5-1/2" A.C. OVER 10" A.B. OVER 12" OF NATIVE (COMPACTED TO 95%) FOR NEW PAVING IN SANTA ANA AVENUE (T.I.=9.0) 14 CONSTRUCT 5-1/2" A.C. OVER 10" A.B. OVER 12" OF NATIVE (COMPACTED TO 95%) O7 FOR NEW PAVING IN CYPRESS AVENUE (T.I.=9.0) 15 CONSTRUCT COMMERCIAL DRIVEWAY PER CITY OF FONTANA STD. PLAN 1002 00 +� (MODIFIED AS PER DETAILS ON SHEET 2). N � $ 16 CONSTRUCT PARKWAY PLANTER BOX DETAIL PER DETAIL ON SHEET 2. X + 17 PROPOSED FIRE SERVICE TO BE INSTALLED (BY FONTANA WATER COMPANY). �uj 20 18 PROPOSED FIRE D.D.C.A. TO BE INSTALLED (BY FONTANA WATER COMPANY). N 19 PROPOSED FIRE HYDRANT TO BE INSTALLED (BY FONTANA WATER COMPANY) 20 PROPOSED DOMESTIC WATER SERVICE TO BE INSTALLED (BY FONTANA WATER COMPANY) Q W 21 PROPOSED IRRIGATION WATER SERVICE TO BE INSTALLED (BY FONTANA WATER COMPANY W 22 PROPOSED CATCH BASIN - SEE STORM DRAIN PLANS 288 = 23 PROPOSED STREET LIGHT - SEE STREET LIGHT PLANS U� 24 REMOVE OR RELOCATE EXISTING STREET LIGHT - SEE STREET LIGHT PLANS W25 REMOVE OR RELOCATE EXISTING CATCH BASIN - SEE STORM DRAIN PLANS Z W 26 REMOVE EXISTING WATER METER (BY FONTANA WATER COMPANY) J (n 27 RELOCATE EXISTING WATER METER (BY FONTANA WATER COMPANY) I 28 ADJUST EXISTING MANHOLE TO GRADE U 29 REMOVE EXISTING STAND PIPE Q 30 REMOVE/RELOCATE EXISTING STREET SIGN PER CITY OF FONTANA STD. 4003 31 REMOVE EXISTING BLOCK WALL 32 REMOVE EXISTING FENCE 33 REMOVE EXISTING STRUCTURE 34 REMOVE EXISTING STORM DRAIN STRUCTURE - SEE STORM DRAIN PLANS 35 REMOVE EXISTING WATER FACILITIES BY OTHERS 0 20 40 80 120 SCALE:1 "=40' WD/D# 8-36C382506 DRP 15-017 01 o Q�()FEss/p Prepared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA N lhie/7es Engineering, //7c. STREET IMPROVEMENT PLAN / y C IAL ENGINEERING LAND SURVEYING w 14349 FIRESTONE BOULEVARD DRAWN BY: JURUPA AVENUE SCALE: W 01 r^ LA MIRADA, CALIFORNIA 90638 rn * R.C.E. N0. 56155 r * PH.(714)521-4811 FAX(714)521-4173 G.P. STA. 277+50.00 TO STA. 288+00.00 AS SHOWN °° n DESIGNED BY: SOUTH WEST FONTANA LOGISTICS CENTER DATE: Exp. 12-31-18 Q i ,A� C1V1� _ q�Q,r' G.P. W CORNER SANTA ANA AND CYPRESS AVE k;�RtEl_ 14,460 NO. 19711oM F Fo Date : `t ��Q CHECKED BY: APDRAWING NO.: or C A`\ EINHARD STENZEL RCE NO. 56155 DATE. eW* Y •�� `1g 5708 M.R. CITY ENGINEERR.C.E. 51152 7 J o 36 REMOVE EXISTING DRIVEWAY 37 CONSTRUCT 6.5" MIN. A.C. OVER 8" A.B. OVER 12" OF NATIVE (COMPACTED TO 95%) FOR NEW PAVEMENTIN JURUPA AVENUE 138 PROTECT IN PLACE EXISTING STREET LIGHT 39 GRIND AND OVERLAY EXISTING PAVEMENT. 5' WIDTH MIN. 40 RELOCATE EXISTING COMM. PULL BOX. 41 CONSTRUCT 6" CURB PER CITY OF FONTANA STD. PLAN 1000 42 ADJUST TO GRADE EXISTING WATER VALVE 43 REMOVE EXISTING TREES, LANDSCAPING AND UNDERGROUND EXISTING IRRIGATION SYSTEM TO CONTINUE BEYOND THE LIMITS OF PROPOSED MEDIAN IMPROVEMENTS. 44 PROTECT IN PLACE EXISTING MANHOLE COVER 45 REMOVE EXISTING MEDIAN CURB O CONTRACTOR TO CONTACT SAN GABRIEL VALLEY WATER COMPANY IN REGARD TO EXISTING CONCRETE WATER LINES AND CONFLICTS WITH ROAD IMPROVEMENTS