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HomeMy WebLinkAbout3815-6R GRAPHIC SCALE 40 0 20 40 80 SCALE 1" a 40' 160 U _j m CURVE TABLE SSA 'S L) 1 1 ,50 DELTA RADIUS LENGTH TANGENT A 90100'00" 35.00' 54.98' - 35.00' B 90'00'00" 35.00' • • • C 90'00'00" 30.00' ■ 30.00' i i ' - : •• .: • ..: 90100'00" 30.00' 47.12' 30.00' E 90'00'00" 25.00' 39.27' 25.00' F 90.00'00" 25.00' 39.27' 25.00' G 25.25'41" 112.00' 49.71' 25.27' H 205'25'41" 38.00' 136.25' 168.43' 1 12'33'12" 507.78' 111.25' 55.85' r 000vi I mcD WO Opp m, WO EMM mN �■■■■■ ZJ Q� r2 ( 2 I FU- Mr,) / 2! LO r �1* U LO cD NN W) t1) 1 (III I NN ►I) N nM C° � O Of Z ' Q c0 • 2 � U ca U '� U U 112' + � U U M F- (n LO LOLn Op 04 Np 12' 20' 20' NN N� •• •i..• • ..I •• w •• ■■ ' Cq ME ■�rm■EEE CD ■ wFQ- 1* ■E■MM■M� 6404 Ki Fa - Ki (6 r: ■ _ (n to N to mLn (n (n LO ORO (n L Co EEEE1q11MrM ■■r�!� • MMM N N ■ ■■■ ■ ME ■ w • • t• • • ■ SEE SHEET 4 ■r■■ NN ■ • • • - • ,... = z _ ! • - I •I " I I : ; MEME MEN ■ ■ ■r : • ��l ■1 ■ - ■ m EEE rmmmm=IN MEN ■■EME■ ■�� �■1 MEOr IN■ME■ ME ■■ ■■■ ■ ■■■ ■EMM ■■■ ■■ ■■ ■■� ■■■ ■■ ■■ ■ ■ MM ■ ■■■ ■ ■ rel . _ , - g ■■■■EE ■■■�■■ ■■■■EME ■■■■E■M . . _ ■E ■ • . ""�■IMMEMMIMMMOMMOME ME■EM ■EEEMEMM MMMMME■EM ■■■■■■■ ■ MEN� ►ME►■MMEM■MEMO■■■■ ME��► _ ■■Err■■ ■■ ■O■MEMM/... 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MOO■rrE w Er ■ ■ MME mom■■■/EMM EMOMMMM�.�MMMMEMMMM■I�MiMMMMm■EMM■■MMMM MM E��M■�MEEELK•T^ ■■NEEM • MMM i��M ME ■■■ M■E■■ME■ MM�EMEM EMMMM■ M1• EMM EM ■MEM ■ ■ ■ - • • ■ .■ ■ ■ M�� ■MMM■MMMM■M■MM�I■MMMMMOM■MMOrrMM MMMME■O rM OO MEET ■■■ ■ MME ■EEOE■�M ■ ■EE M PROFILE VERT: 1 in 4 ft •- OMOM ■rEM ■ ■ r EE E■�■ ■ rr r MEM ■ ■■ EE MMM rM ■ ■ _• a ■rr■■EM■M■MO�E■rrrMOEMMEOO■■■■■■■■■■■ _ rr ■ ■MEMEM■■■ ■■ MEM ■■ ■DE MEN ■rEM ■■■ EE M■MM■MMEM■ MISS MIME MMME■E■ ■ ■ ME ■ ■ MEN ■ ■ SEE ■ ErrM I�■M••, , EO - -= M ■ Err ■ M mE■EEEM ■■ EE E ■■ ■EEE EMM ■E ■r M ■ ■M M■ ■E rrrrEEEEM MMMO■ M■MM■MEM■■M MMrMEEMMO rM ■EMM MEMO OrrMM ME ■ ■E ■r E■E■E E EE ■ DEMO rr■r R GRAPHIC SCALE 40 0 20 40 80 SCALE 1" a 40' 160 *"_ 10+00 CYPRESS AVENUE SEE OFF-SITE STREET PLANS 46' 46' 30' 34' .12' I Iii42" STORM DRAT LIN PER OFF -S, U TIMA COND.SD DWG.N 381 I II EXISTING 8I SEWER 1 FL EXISTING 8 44 WATER LIN EXISTING R/W 1 I 2 I II (4g4 FL I Q Z HT I LI a Q FL w (n Z� II A a I IU U 1 99 III 3 L D- 08to S�D-- o r- 34• oU*)46' aQ 11+00 12+00 13+00 MINT LEAF WAY ZSEE SHEET 4 Q� ft�J Cr __j 5U_ v_~w`` m 64' aU_ oU_ fir- m^ wr, r,0 . • , wr mN JO 017 DO �t N� 12 20 20 12 r.0 ^cc �j O U) 06 In Qj In Net w raj CD )U+~ Z0 F- MF_ N+)� +U F- O Z N F- ' r- �1� 04 HLO m ;LO N4 (� I ~4 �M � NU JO I I NV) V) LO 20 0 21 u? PROPOSED I I ��i� PROPOSED R/W fro I (I 1 W=20' 1 R/W -\ 83.53' 53[71111FL �`�8- 72.00' 80.00' 5 53. L R f 1 +Ute I ___ _ 13+00 8"W �l 14+ .,�_ .r __.•._..__.. �t VR 531114: I FU U _j m CURVE TABLE SSA 'S L) 1 1 ,50 DELTA RADIUS LENGTH TANGENT A 90100'00" 35.00' 54.98' - 35.00' B 90'00'00" 35.00' 54.98' 35.00' C 90'00'00" 30.00' 47.12' 30.00' D 90100'00" 30.00' 47.12' 30.00' E 90'00'00" 25.00' 39.27' 25.00' F 90.00'00" 25.00' 39.27' 25.00' G 25.25'41" 112.00' 49.71' 25.27' H 205'25'41" 38.00' 136.25' 168.43' 1 12'33'12" 507.78' 111.25' 55.85' *"_ 10+00 CYPRESS AVENUE SEE OFF-SITE STREET PLANS 46' 46' 30' 34' .12' I Iii42" STORM DRAT LIN PER OFF -S, U TIMA COND.SD DWG.N 381 I II EXISTING 8I SEWER 1 FL EXISTING 8 44 WATER LIN EXISTING R/W 1 I 2 I II (4g4 FL I Q Z HT I LI a Q FL w (n Z� II A a I IU U 1 99 III 3 L D- 08to S�D-- o r- 34• oU*)46' aQ 11+00 12+00 13+00 MINT LEAF WAY ZSEE SHEET 4 Q� ft�J Cr __j 5U_ v_~w`` m 64' aU_ oU_ fir- m^ wr, r,0 . • , wr mN JO 017 DO �t N� 12 20 20 12 r.0 ^cc �j O U) 06 In Qj In Net w raj CD )U+~ Z0 F- MF_ N+)� +U F- O Z N F- ' r- �1� 04 HLO m ;LO N4 (� I ~4 �M � NU JO I I NV) V) LO 20 0 21 u? PROPOSED I I ��i� PROPOSED R/W fro I (I 1 W=20' 1 R/W -\ 83.53' 53[71111FL �`�8- 72.00' 80.00' 5 53. L R f 1 +Ute I ___ _ 13+00 8"W �l 14+ .,�_ .r __.•._..__.. �t VR 531114: I FU CORIANDER PLACE -' 14+00 U _j m / SSA 'S L) 1 1 ,50 O °'&W-12'�2 II _ 00 L0 CONSTRUCT CROSS GUTTER PER CITY OF FONTANA STD No. 104 (MODIFIED TO BE 8' OR 10' AS SHOWN) ` 107.00' I 10.44' 44 3 I 08 ./ U to M Ln III �' ��. 75.00' w 8 I U_ ' PROPOSED CONSTRUCT 5' CONCRETE SIDEWALK PER CITY OF FONTANA STD. PLAN 1015 MOC9Q Q r 0 PO CONSTRUCT 4" MIN. AC PAVEMENT OVER 12" MIN. OF 95% COMPACTED NATIVE SUBGRADE (SEE GENERAL NOTE No. 32) / R/W Z I I a 3 PROPOSED m 4 W=20 I �� � v� .5 I I �� vU_ wQ R/W I ( `n 000vi I mcD WO Opp m, WO ( mN W� ZJ Q� r2 ( 2 I FU- Mr,) / 2! LO r �1* U LO cD NN W) t1) 1 (III I NN ►I) N nM C° � O Of Z ' Q c0 • 2 � U ca U '� U U 112' + � U U M F- (n LO LOLn Op 04 Np 12' 20' 20' NN N� Z' ' Cq CD Ln wFQ- 1* 1- PO 6404 Ki Fa - Ki (6 r: (n to N to mLn (n (n LO ORO (n L Co N N MINT LEAF WAY SEE SHEET 4 NN CORIANDER PLACE -' 14+00 ?`3 94 to 4 LO U F- r w Ln 15+00 23 55.80 U _j m / f\ N J lL (O O O °'&W-12'�2 o6'if 00 L0 CONSTRUCT CROSS GUTTER PER CITY OF FONTANA STD No. 104 (MODIFIED TO BE 8' OR 10' AS SHOWN) + 22 INSTALL STREET SIGN PER CITY OF FONTANA STD No. 139 I 08 N I- LO U to M Ln © 5.01' 75.00' PLACE 4 1/2" MIN AC PAVEMENT OVER 12" MIN. OF 95% COMPACTED NATIVE SUBGRADE (SEE GENERAL NOTE No. 32) ?`3 94 to 4 LO U F- r w Ln 15+00 23 55.80 A tw+ur•w+a.:-.--aAl'•w.v.. �•.I aesr•ruw'Mor nsi•Rw+.••-' �.�q..1•"x' a..r .�+n..+.-rhbF•.. ••<e.rm••••. .• • .y•..•...--.M,••.ewaww+'+-erMss+v uwror .ew.m.-rwrAro»a.•.•'wds,a-^-rsax.,:wrr.a!»oa•++roe7eY - , ,. .F ax+we., w .w .r , •, t SHOULD CONSTRUCTION OF THE REQUIRED oQaoFE ,qr IMPROVEMENTS NOT COMMENCE WITHIN TWO s Crouse/Beers & Associates, Inc. YEARS OF THE DATE OF APPROVAL SHOWN HEREON j 110 Engineering Engineering *Surveying * Planning *Construction Management g p„ IA 2191 5th Street, Suite 200, Norco, Co. 92860-1967 AND CARRIED FORTH IN A DILIGENT MANNER, THE * EV. 12-31-M h. (951)�2040 Fax (951) 736-5292 _ CITY ENGINEER MAY REQUIRE REVISIONS TO THE RECORD DRAWING .JI[.9 3�= PLANS TO BRING THEM INTO CONFORMANCE WITH °F ���� o G N. CROUSE R.C.E. No. 23796 EXP. 12/31/ 5 DATE REV. REA" DESORPTION DATE I DM. CITf I DATE STANDARDS IN EFFECT. REC0fQ_,_ A1�lING _ I CITY OF FONTANA, CALIFORNIA DRAW" BY: STREET IMPROVEMENT PLAN sm': 1 "=40' DESIGNED BY:C O R I A N E R PLACE DATE: S A 0+00 , 0 T 15+06.67 JUNE, 2005 CHECKED BY: A PR 0 • ! p t DRAWING NO.:[/2 RI DO SANDOVAL .C.E. 51152 DATE 3815 1 tk / 2.06 W=12' J lL 1 O °'&W-12'�2 CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY OF FONTANA STD No. 1005 O CONSTRUCT CROSS GUTTER PER CITY OF FONTANA STD No. 104 (MODIFIED TO BE 8' OR 10' AS SHOWN) J U F- INSTALL STREET SIGN PER CITY OF FONTANA STD No. 139 O 1* 5 U to M Ln A tw+ur•w+a.:-.--aAl'•w.v.. �•.I aesr•ruw'Mor nsi•Rw+.••-' �.�q..1•"x' a..r .�+n..+.-rhbF•.. ••<e.rm••••. .• • .y•..•...--.M,••.ewaww+'+-erMss+v uwror .ew.m.-rwrAro»a.•.•'wds,a-^-rsax.,:wrr.a!»oa•++roe7eY - , ,. .F ax+we., w .w .r , •, t SHOULD CONSTRUCTION OF THE REQUIRED oQaoFE ,qr IMPROVEMENTS NOT COMMENCE WITHIN TWO s Crouse/Beers & Associates, Inc. YEARS OF THE DATE OF APPROVAL SHOWN HEREON j 110 Engineering Engineering *Surveying * Planning *Construction Management g p„ IA 2191 5th Street, Suite 200, Norco, Co. 92860-1967 AND CARRIED FORTH IN A DILIGENT MANNER, THE * EV. 12-31-M h. (951)�2040 Fax (951) 736-5292 _ CITY ENGINEER MAY REQUIRE REVISIONS TO THE RECORD DRAWING .JI[.9 3�= PLANS TO BRING THEM INTO CONFORMANCE WITH °F ���� o G N. CROUSE R.C.E. No. 23796 EXP. 12/31/ 5 DATE REV. REA" DESORPTION DATE I DM. CITf I DATE STANDARDS IN EFFECT. REC0fQ_,_ A1�lING _ I CITY OF FONTANA, CALIFORNIA DRAW" BY: STREET IMPROVEMENT PLAN sm': 1 "=40' DESIGNED BY:C O R I A N E R PLACE DATE: S A 0+00 , 0 T 15+06.67 JUNE, 2005 CHECKED BY: A PR 0 • ! p t DRAWING NO.:[/2 RI DO SANDOVAL .C.E. 51152 DATE 3815 1 CONSTRUCTION NOTES / 0 CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY OF FONTANA STD No. 1005 O CONSTRUCT CROSS GUTTER PER CITY OF FONTANA STD No. 104 (MODIFIED TO BE 8' OR 10' AS SHOWN) ® INSTALL STREET SIGN PER CITY OF FONTANA STD No. 139 5 CONSTRUCT 6" CURB & GUTTER PER CITY OF FONTANA STD No. 1003 © CONSTRUCT CURB RETURN ACCESS RAMP PER CITY OF FONTANA STD No. 1006 247Q PLACE 4 1/2" MIN AC PAVEMENT OVER 12" MIN. OF 95% COMPACTED NATIVE SUBGRADE (SEE GENERAL NOTE No. 32) ® CONSTRUCT 5' CONCRETE SIDEWALK PER CITY OF FONTANA STD. PLAN 1015 MOC9Q CONSTRUCT 8" CURB & GUTTER PER CITY OF FONTANA STD No. 1003 C, 55.30 FL ® CONSTRUCT 4" MIN. AC PAVEMENT OVER 12" MIN. OF 95% COMPACTED NATIVE SUBGRADE (SEE GENERAL NOTE No. 32) A tw+ur•w+a.:-.--aAl'•w.v.. �•.I aesr•ruw'Mor nsi•Rw+.••-' �.�q..1•"x' a..r .�+n..+.-rhbF•.. ••<e.rm••••. .• • .y•..•...--.M,••.ewaww+'+-erMss+v uwror .ew.m.-rwrAro»a.•.•'wds,a-^-rsax.,:wrr.a!»oa•++roe7eY - , ,. .F ax+we., w .w .r , •, t SHOULD CONSTRUCTION OF THE REQUIRED oQaoFE ,qr IMPROVEMENTS NOT COMMENCE WITHIN TWO s Crouse/Beers & Associates, Inc. YEARS OF THE DATE OF APPROVAL SHOWN HEREON j 110 Engineering Engineering *Surveying * Planning *Construction Management g p„ IA 2191 5th Street, Suite 200, Norco, Co. 92860-1967 AND CARRIED FORTH IN A DILIGENT MANNER, THE * EV. 12-31-M h. (951)�2040 Fax (951) 736-5292 _ CITY ENGINEER MAY REQUIRE REVISIONS TO THE RECORD DRAWING .JI[.9 3�= PLANS TO BRING THEM INTO CONFORMANCE WITH °F ���� o G N. CROUSE R.C.E. No. 23796 EXP. 12/31/ 5 DATE REV. REA" DESORPTION DATE I DM. CITf I DATE STANDARDS IN EFFECT. REC0fQ_,_ A1�lING _ I CITY OF FONTANA, CALIFORNIA DRAW" BY: STREET IMPROVEMENT PLAN sm': 1 "=40' DESIGNED BY:C O R I A N E R PLACE DATE: S A 0+00 , 0 T 15+06.67 JUNE, 2005 CHECKED BY: A PR 0 • ! p t DRAWING NO.:[/2 RI DO SANDOVAL .C.E. 51152 DATE 3815 1