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HomeMy WebLinkAbout2419-2STA. 10+00.00 MANOR PLACE = STA. 11+88.64 FOXBOROUGH DR. a • i" R=4'14�b�__ CLFIVE DATA SCALE: U DELTA RADIUS LENGTH TANGENT A 1019'26" 333.00' 60.00' 30.08' B 92`52'30" 25.00' 40.52 26.29' C 14'56'13" 356.00' 92.81' 46.67' (01 02'17'26" 360.00' 14.39' 7.20' (01 02'17'26" 360.00' 14.39' 7.20' F 10017'12" 310.00' 55.66' 27.90' G 92'33'43" 25.00' 40.39' 26.14' a • i" R=4'14�b�__ 9' SCALE: U P1=1711.18 Olul) + � O ~CO U IF P1=1709.62 W ~ • g� �� «r L.0.0 =92.81' ©a gN N r r 1 � cp h 8 cn !3 0 50' Z VC L.0.C.=60.91 A? mLL_�. 9.0 TAI ob . SHT. N0Ito 20F 8 ATE: , P1=1711.10 p4' 800 �O 1.90' $ • W � vc 0 © h0 h �p PI =1709.37 W~ WIN v 25' O °° +- � � � � v 10 � cd 0 p 32.10 a) o h OO r o 000 0 a ^© � r— U h �$ + oa pp r-- t p C r- O 1` FV- M U U O � C) C4 o ,. o + o d cs'� h z O r •.w r O ± r- l� • q • in i> • VC r 0• • 40 r PI=1709.49 ., . PI NW t7� 0 tQ�J 117.90 AN. 10+OC? � r 11+00 12+00 r a • i" R=4'14�b�__ 9' SCALE: U P1=1711.18 Olul) + � O ~CO U IF P1=1709.62 W ~ • g� �� «r _ m ©a gN N r r 1 � cp h 8 cn !3 0 v Z r 1 "-� A? mLL_�. 8n � ob . SHT. N0Ito 20F 8 ATE: 8� p4' 800 �O h0► $ • W � I�f 0 © h0 h �p 0O'n0 W~ U O o r r '" V" h p' r- + h m cd 0 p oocq 0 a) o h OO r o � 0 a ^© O r— U h �$ �•�-�� oa fig r , � +� 4.82' + C) C4 W 00 r •.w Q, o� 00 M l� • q • 5• • •. • VC r 0• • 40 P1=1711.10 PI=1709.49 ., . tQ�J 117.90 AN. 10+OC? 11+00 12+00 r a • i" R=4'14�b�__ 9' SCALE: U .. Olul) + � O ~CO U LLJ W ~ • g� �� «r _ m ©a gN N r r 1 � cp h O m + r TAP .a r 1 I A? or- JOB NO. �. • APPROVED CITY ENGINEER R.C.E. 29136 DR. NO. 2419 . SHT. N0Ito 20F 8 ATE: 41 m ~ m ~ � ~ W � � � m > � 2 co to co W~ U 0 0 O h p' r- + h m cd 0 p Q) 17 OD 0 a ^© O r— U h �$ �•�-�� oa fig r , � +� 4.82' + r 00 r •.w Q, Vc l� • q • 5• • •. • VC r 0• • 40 P1=1711.10 PI=1709.49 ., . 117.90 AN. 10+OC? 11+00 12+00 a • i" ..• 9' SCALE: U .. Olul) + � O ~CO U LLJ W ~ • g� �� «r _ m ©a gN N r r 1 � cp h O m + r TAP .a r 1 I A? or- JOB NO. �. • APPROVED CITY ENGINEER R.C.E. 29136 DR. NO. 2419 . SHT. N0Ito 20F 8 ATE: 41 ` > 3► • ' f �r� ► 1I•) gw � �•�-�� ►�►j�+�1•y p fig lut ,,. 00 LO •.w w.. l� • q • M • •. r 0• • 40 ., . im ul O r co N r Q@M 04 04 CO r r,% w I R=0.50% 8� o N + d M r - r I� L.O.C.=14.391 1"Oft TW sm 3 I L.O.C.=14. 9' SCALE: U W Olul) + � O ~CO U LLJ W ~ OW g� 40 �e ©a m ©a gN N r r I � : I cp h O m + r TAP r. r im ul O r co N r Q@M 04 04 CO r r,% w I R=0.50% 8� o N + d M r - r I� L.O.C.=14.391 1"Oft TW sm 3 I DRAWN BY 1 F.. SCALE: U W Olul) + t� S O ~CO oW 0 LLJ OW + 40 �e N m SES N r r MANOR =0. 1 PLACE �M rm4V V6M f-4' 14+00 15+00 i i I 37 L... REVISIONS M; N. N VIC— O CM ulH- N W 1/8 RADIUS JOINT VII/ SEALANT #5 SMOOTH DOWELS O 24" OC EW 8" THICK CONC. BAND (NO COLOR) W/1._6" 8" THICK INTEGRAL COLORED 2 #3 PARALLEL do #3 O 24 OC PREP. (TROWLED) O 24" OC EW (UTILIZE EX. GUTTER WHERE OCCURS) (TROD) AC PVMT. ..' °AL�MM CLASS Is AGGR. BASE �� �:�;:,��• a � � • a •'• �.;:;•'° •� RX& PAVING BAND COLOR SHALL 19E #3 O 24" OC EWL.M. SCOFIELD C-32 "QUARRY RED" WITH 1 /8" WIDE SCOFIELD C-23 "EARTH BROWN" X 1/2" DEEP JOINT --,,,,,,,RELEASE AT 50% AND C-24 Z"CHARCOAL" RELEASE AT 507. • • 00 CLASS II AGGR. BASE ��'• �' .�:• '..;• .s ',.',: � ;;� •.' •� i STAMPED JOINT 1' O.C. EW " 1 /8 RADIUS JOINT W/ SEALANT " #5 SMOOTH DOWELS O 24" OC EW #3 O 24" OC EW COLOR SH ALL BE L.M. SCOFIELD C-32 • :' •' " ,• :.'• ;;. 'Y'• Iwo "QUARRY RED" NTH CLASS 11 j ° ';' '. '�: �,; '~ t SCOFIELD C-23 "EARTH BROWN" AGGR. BASE ` �' '' RELEASE AT 507 AND C-24 "CHARCOAL" RELEASE AT 509. DOWELED JOINT 12' 0. C. EW r� r STAMPED CONCRETE PAVING DETAIL 10, • 5. 32.10' �- ON CURB O n O O cD c9 . '`'� ►,^ �,�o ^�'^oma Z > A < r0 U o O U � 3 CATCH BASIN NO 3 N.T.S. GRAPHIC SCALE aN u M M 1� t W FMff I tneh = 40 ft The &SP Consulting Group 6 Morgan, Sults 100 lrvinr, Callfomla 92618 (714)587-3012 FAX (714)472-31716 PREP ED ND THE SUPERVISION OF: APPR0 A DATE APPROVAL DATE AS RS N R.C.E. 35275 N.T.S. CATCH BASIN NO. 4 N.T.S. CONSTRUCTION NOTES: A< 4" MIN. AC OVER 12" OF 95% COMPACTED NATIVE, SEE GENERAL NOTES NO. 6 do 7 ON SHEET 1. a—CONST. 6" PCC CURB & GUTTER PER CITY OF FONTANA STD. NO. 101. a—CONST. 5' WIDE x 4" THICK PCC SIDEWALK ADJACENT TO CURB PER CITY OF FONTANA STD. NO. 105A AND PER DETAIL ON SHEET 1. I@ --STREET LIGHTS, NOSTALGIC POLES AND LIGHT FIXTURES, NOSTALGIC KING K118, TYPE 2, LUMINAIRE (POLYCARBONATE) K118-EAR-11-150-HPS- K12-HS-TS-PR-EDISON-LEXAN TO BE INSTALLED BY SCE. I&—CONST. STAMPED CONCRETE PAVING TO MATCH EXISTING DECORATIVE PAVEMENT WITHIN HUNTERS RIDGE. INSTALL PER DETAIL HEREON. 0—CONST. RESIDENTIAL DRIVEWAY PER CITY OF FONTANA S"I''D. NO. 102, W=16. &—STREET NAME SIGN TO BE INSTALLED BY THE CITY OF FONTANA. CITY OF FONTANA, CALIFORNIA I �I PUBLIC WORKS DEPARTMENT. DRAWN BY W SCALE: W Olul) + t� S HORZ.: i` =4d" oW 0 cn Ci r huj VERT.: 1" m4" (n� I r' SES �M rm4V V6M f-4' 14+00 15+00 i i I 37 L... REVISIONS M; N. N VIC— O CM ulH- N W 1/8 RADIUS JOINT VII/ SEALANT #5 SMOOTH DOWELS O 24" OC EW 8" THICK CONC. BAND (NO COLOR) W/1._6" 8" THICK INTEGRAL COLORED 2 #3 PARALLEL do #3 O 24 OC PREP. (TROWLED) O 24" OC EW (UTILIZE EX. GUTTER WHERE OCCURS) (TROD) AC PVMT. ..' °AL�MM CLASS Is AGGR. BASE �� �:�;:,��• a � � • a •'• �.;:;•'° •� RX& PAVING BAND COLOR SHALL 19E #3 O 24" OC EWL.M. SCOFIELD C-32 "QUARRY RED" WITH 1 /8" WIDE SCOFIELD C-23 "EARTH BROWN" X 1/2" DEEP JOINT --,,,,,,,RELEASE AT 50% AND C-24 Z"CHARCOAL" RELEASE AT 507. • • 00 CLASS II AGGR. BASE ��'• �' .�:• '..;• .s ',.',: � ;;� •.' •� i STAMPED JOINT 1' O.C. EW " 1 /8 RADIUS JOINT W/ SEALANT " #5 SMOOTH DOWELS O 24" OC EW #3 O 24" OC EW COLOR SH ALL BE L.M. SCOFIELD C-32 • :' •' " ,• :.'• ;;. 'Y'• Iwo "QUARRY RED" NTH CLASS 11 j ° ';' '. '�: �,; '~ t SCOFIELD C-23 "EARTH BROWN" AGGR. BASE ` �' '' RELEASE AT 507 AND C-24 "CHARCOAL" RELEASE AT 509. DOWELED JOINT 12' 0. C. EW r� r STAMPED CONCRETE PAVING DETAIL 10, • 5. 32.10' �- ON CURB O n O O cD c9 . '`'� ►,^ �,�o ^�'^oma Z > A < r0 U o O U � 3 CATCH BASIN NO 3 N.T.S. GRAPHIC SCALE aN u M M 1� t W FMff I tneh = 40 ft The &SP Consulting Group 6 Morgan, Sults 100 lrvinr, Callfomla 92618 (714)587-3012 FAX (714)472-31716 PREP ED ND THE SUPERVISION OF: APPR0 A DATE APPROVAL DATE AS RS N R.C.E. 35275 N.T.S. CATCH BASIN NO. 4 N.T.S. CONSTRUCTION NOTES: A< 4" MIN. AC OVER 12" OF 95% COMPACTED NATIVE, SEE GENERAL NOTES NO. 6 do 7 ON SHEET 1. a—CONST. 6" PCC CURB & GUTTER PER CITY OF FONTANA STD. NO. 101. a—CONST. 5' WIDE x 4" THICK PCC SIDEWALK ADJACENT TO CURB PER CITY OF FONTANA STD. NO. 105A AND PER DETAIL ON SHEET 1. I@ --STREET LIGHTS, NOSTALGIC POLES AND LIGHT FIXTURES, NOSTALGIC KING K118, TYPE 2, LUMINAIRE (POLYCARBONATE) K118-EAR-11-150-HPS- K12-HS-TS-PR-EDISON-LEXAN TO BE INSTALLED BY SCE. I&—CONST. STAMPED CONCRETE PAVING TO MATCH EXISTING DECORATIVE PAVEMENT WITHIN HUNTERS RIDGE. INSTALL PER DETAIL HEREON. 0—CONST. RESIDENTIAL DRIVEWAY PER CITY OF FONTANA S"I''D. NO. 102, W=16. &—STREET NAME SIGN TO BE INSTALLED BY THE CITY OF FONTANA. CITY OF FONTANA, CALIFORNIA I �I PUBLIC WORKS DEPARTMENT. DRAWN BY W SCALE: W LCs MANOR PLACE HORZ.: i` =4d" oW 0 cn Ci VERT.: 1" m4" (n� I SES PLAN AND PROFlLE r r I � : I �M rm4V V6M f-4' 14+00 15+00 i i I 37 L... REVISIONS M; N. N VIC— O CM ulH- N W 1/8 RADIUS JOINT VII/ SEALANT #5 SMOOTH DOWELS O 24" OC EW 8" THICK CONC. BAND (NO COLOR) W/1._6" 8" THICK INTEGRAL COLORED 2 #3 PARALLEL do #3 O 24 OC PREP. (TROWLED) O 24" OC EW (UTILIZE EX. GUTTER WHERE OCCURS) (TROD) AC PVMT. ..' °AL�MM CLASS Is AGGR. BASE �� �:�;:,��• a � � • a •'• �.;:;•'° •� RX& PAVING BAND COLOR SHALL 19E #3 O 24" OC EWL.M. SCOFIELD C-32 "QUARRY RED" WITH 1 /8" WIDE SCOFIELD C-23 "EARTH BROWN" X 1/2" DEEP JOINT --,,,,,,,RELEASE AT 50% AND C-24 Z"CHARCOAL" RELEASE AT 507. • • 00 CLASS II AGGR. BASE ��'• �' .�:• '..;• .s ',.',: � ;;� •.' •� i STAMPED JOINT 1' O.C. EW " 1 /8 RADIUS JOINT W/ SEALANT " #5 SMOOTH DOWELS O 24" OC EW #3 O 24" OC EW COLOR SH ALL BE L.M. SCOFIELD C-32 • :' •' " ,• :.'• ;;. 'Y'• Iwo "QUARRY RED" NTH CLASS 11 j ° ';' '. '�: �,; '~ t SCOFIELD C-23 "EARTH BROWN" AGGR. BASE ` �' '' RELEASE AT 507 AND C-24 "CHARCOAL" RELEASE AT 509. DOWELED JOINT 12' 0. C. EW r� r STAMPED CONCRETE PAVING DETAIL 10, • 5. 32.10' �- ON CURB O n O O cD c9 . '`'� ►,^ �,�o ^�'^oma Z > A < r0 U o O U � 3 CATCH BASIN NO 3 N.T.S. GRAPHIC SCALE aN u M M 1� t W FMff I tneh = 40 ft The &SP Consulting Group 6 Morgan, Sults 100 lrvinr, Callfomla 92618 (714)587-3012 FAX (714)472-31716 PREP ED ND THE SUPERVISION OF: APPR0 A DATE APPROVAL DATE AS RS N R.C.E. 35275 N.T.S. CATCH BASIN NO. 4 N.T.S. CONSTRUCTION NOTES: A< 4" MIN. AC OVER 12" OF 95% COMPACTED NATIVE, SEE GENERAL NOTES NO. 6 do 7 ON SHEET 1. a—CONST. 6" PCC CURB & GUTTER PER CITY OF FONTANA STD. NO. 101. a—CONST. 5' WIDE x 4" THICK PCC SIDEWALK ADJACENT TO CURB PER CITY OF FONTANA STD. NO. 105A AND PER DETAIL ON SHEET 1. I@ --STREET LIGHTS, NOSTALGIC POLES AND LIGHT FIXTURES, NOSTALGIC KING K118, TYPE 2, LUMINAIRE (POLYCARBONATE) K118-EAR-11-150-HPS- K12-HS-TS-PR-EDISON-LEXAN TO BE INSTALLED BY SCE. I&—CONST. STAMPED CONCRETE PAVING TO MATCH EXISTING DECORATIVE PAVEMENT WITHIN HUNTERS RIDGE. INSTALL PER DETAIL HEREON. 0—CONST. RESIDENTIAL DRIVEWAY PER CITY OF FONTANA S"I''D. NO. 102, W=16. &—STREET NAME SIGN TO BE INSTALLED BY THE CITY OF FONTANA. CITY OF FONTANA, CALIFORNIA I �I PUBLIC WORKS DEPARTMENT. DRAWN BY STREET IMPROVEMENT PLANS SCALE: LCs MANOR PLACE HORZ.: i` =4d" N DESIGNED BY VERT.: 1" m4" (n� I SES PLAN AND PROFlLE I � : I CHECKED BY DATE: TAP TRACT NO. 14571-1 01 /16/97 1 I A? or- JOB NO. �. • APPROVED CITY ENGINEER R.C.E. 29136 DR. NO. 2419 . SHT. N0Ito 20F 8 ATE: