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HomeMy WebLinkAbout2410-3Ir U of N� �� EXIST�0.015��_OF8"CURB36' + c� a cn r- 5wrOP E'LY, OF al < ev0. 0143 = p Z 6.88 12.61 157' 34 16 m 2.50 5.52 to v _---" S 52.00 16.68 O FL P"0POSED * * X GUTT 30 ^ > lam. 3.63 92. 22 11183' En .t,, (0. 0104) '-- r_-- _ 82.65 85. 13 o 59 ® 2.50 6.88 12.70 157' 43 .�ld.o Z ___-__ S = 2. 22 83' 07 15 ® 52. 00 6.47 3.24 07' 07 51 9 1 2.50 5.51 '''--� cj UJ 09 N • 0136) 5 '� (0 Pfd POSED TOP' ~ ci * <� �a -� OPOSED TOP w OF AC DIKE o.. o +~ <°► OF 8 CURB AND a co a 5 RIGHT o `- GU ER z�� W �� z ~ W 9 0,.. Ou <^� 7 017 --- o� �~ C) I— Il- (� • --.. m7 o 00 � co LEFT N .� N +... LEFT W� °° < � �. in" --''-"-! S = --__--- E5 0��� (6�< PROFILE SCALE _ W • +v Sip• Ol T3 a6 r N CL + ~ O = N E ?� N x l i �- ~ "r E lSlt T P 0 OF PAVEME Nlr Z s N C.D ti V) �� � �' � ''` S 0. 012 o J pW Z O 00-% O .. J _ a- cn J 4. O p J N 50 O p^ cl N <co lob.50 C. L. o .` mL_ _ o N tJ) t 0_1_1 _ v . L . C5 J N • r• V) ob S _-'_'---- C O J N 0-4P----- H r O• �'�73-_ s --- O ..% O . Pf to v -••`••-`- S Ir U of N� �� EXIST�0.015��_OF8"CURB36' + c� a cn r- 5wrOP E'LY, OF VERT: I in 4 f HORZ: I in 40 f 19+00 NOTE: 6' CURB TYPICAL 43.6�8TC til 20+00 21+00 22+00 o 23+00 24+00 IN �/// #0 4�e r,.� 19 r /L o "- 7T Q p V O�� �•��r w do i. ti s21 44.~ 30TC �+ - / ��' 14 DATA URVE W w SlC ' J* 135 1 % 59' R = 35.00 ao z `�, ; �h0 8• C. R• L = 82.65' cv ae w oj, / KEN :.. .AMir J f co (4 rb -- -- ::.... EXIST. BeAC DIKE ..:...:' ::::: ' .:::.'.'. 0 �..................... .. _.................� - N � A f=' .moi 7 -*'EXIST. 8 CD E :..� 3 I �t t ) 0.9%) CENTER OF SWALE 2 ►• 7 2 8 7 8 t9 I t l F IN A. C. TO COI INlE FLO ` �t8 - - -`�1 - - - -- VER Y - cu rn. =TIN W. 1) - �-- ---•-•�- -r-- - - - - ♦- VERLAY AREA is TV. u la ss.�, - - - - / -21- 22- N 44' 55' 00' E 23- 5 ` / / '00` / EXIST 8' CURB A GUTTER-'� _-= Zo,�CA• � ` � '/�/ ,•..i..-..i..i..i..i..i....-..i..i..i..i..i�.i..i..i..:.i..i..i..i..i..i..i..i..i....i..i..i..i..i..i..i..i..i..i..i..a:.i..i..i..i..i•.i..�..i..i..i..i..i..i..i•.i..l..i..a int 40e� / 25+00 f +�gt 1�iC 1 0 a � j c' , O • 2 ,f y 35 � < 4 °° z 7 Lo (o -� � 8' 1 v o cc 6 8 N � �� �3• a. 1. 23% 0Lo O �, • N as • N 44' 55' 00" E FONTANA AVE. CURVE al < ev0. 0143 = p ^ 6.88 12.61 157' 34 16 m 2.50 5.52 to v _---" S 52.00 16.68 O 07' 21 30 2.50 3.63 92. 22 11183' En .t,, (0. 0104) '-- r_-- _ 82.65 85. 13 o 59 ® 2.50 6.88 12.70 157' 43 43 Z ___-__ S = 2. 22 83' 07 15 ® 52. 00 6.47 3.24 07' 07 51 9 1 2.50 5.51 '''--� 126' 22 09 N • 0136) 5 '� (0 ci o.. o +~ <°► 5 RIGHT o `- RIGH 0,.. Ou <^� 7 017 --- O N Il- (� • --.. + 6 -- in" --''-"-! S = --__--- PROFILE SCALE VERT: I in 4 f HORZ: I in 40 f 19+00 NOTE: 6' CURB TYPICAL 43.6�8TC til 20+00 21+00 22+00 o 23+00 24+00 IN �/// #0 4�e r,.� 19 r /L o "- 7T Q p V O�� �•��r w do i. ti s21 44.~ 30TC �+ - / ��' 14 DATA URVE W w SlC ' J* 135 1 % 59' R = 35.00 ao z `�, ; �h0 8• C. R• L = 82.65' cv ae w oj, / KEN :.. .AMir J f co (4 rb -- -- ::.... EXIST. BeAC DIKE ..:...:' ::::: ' .:::.'.'. 0 �..................... .. _.................� - N � A f=' .moi 7 -*'EXIST. 8 CD E :..� 3 I �t t ) 0.9%) CENTER OF SWALE 2 ►• 7 2 8 7 8 t9 I t l F IN A. C. TO COI INlE FLO ` �t8 - - -`�1 - - - -- VER Y - cu rn. =TIN W. 1) - �-- ---•-•�- -r-- - - - - ♦- VERLAY AREA is TV. u la ss.�, - - - - / -21- 22- N 44' 55' 00' E 23- 5 ` / / '00` / EXIST 8' CURB A GUTTER-'� _-= Zo,�CA• � ` � '/�/ ,•..i..-..i..i..i..i..i....-..i..i..i..i..i�.i..i..i..:.i..i..i..i..i..i..i..i..i....i..i..i..i..i..i..i..i..i..i..i..a:.i..i..i..i..i•.i..�..i..i..i..i..i..i..i•.i..l..i..a int 40e� / 25+00 f +�gt 1�iC 1 0 a � j c' , O • 2 ,f y 35 � < 4 °° z 7 Lo (o -� � 8' 1 v o cc 6 8 N � �� �3• a. 1. 23% 0Lo O �, • N as • N 44' 55' 00" E FONTANA AVE. CURVE RADIUS LENGTH TANGENT DELTA CD 2. 50 6.88 12.61 157' 34 16 m 2.50 5.52 4.97 126' 36 27 52.00 16.68 13.34 07' 21 30 2.50 3.63 92. 22 11183' 10 4 0 35.00 82.65 85. 13 135' 17' 59 ® 2.50 6.88 12.70 157' 43 43 Z 2.50 93.63 2. 22 83' 07 15 ® 52. 00 6.47 3.24 07' 07 51 9 1 2.50 5.51 4.95 L 126' 22 09 CALL UNDER GROUND Dl:=r'*%l=0lrDlAkl i1 f"%HD0=Fm"% 101 Akir*N r'"N=IrAll SERYICE ALERT 48 HOURS BEFORE YOU DIG 1-800-422-4133 PRIVATE ENGINEER'S NOTE TO CONTRACTORS: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS. OR STRUCTURES SHM ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS, OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND C01APLETE RES'P"ISILITY FOR JOB SITE COMITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS- AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE CITY, THE OWNERS, AND THE ENGINEER HARMLESS FROM ANY AND XLL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE P€RFORMAWE OF WOM ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. CONSTRUCTION NOTES (1 CONSTRUCT 6.5' A.C. OVER NATIVE FOR FONTANA AVENUE AND 4.5' A.C. OVER NATIVE FOR POPLAR AVM (2 COLD PLANE 12' AC OVER EXISTING 4.5' AC, FEATHER AND DOND AS NECESSARY TO INSURE A SINN TRANTITIOI, 30 CONSTRUCT 8' CURB AND GUTTER PER CITY OF FONTANA STD. NU 101 4\� CONSTRUCT CROSS GUTTER PER CITY OF FONTANA STD. NO. 104 Q CONSTRUCT 4' THICK P.Ct SIDEWALK PER TYPICAL STRUT SECTION STD. 105A U6 CONSTRUCT RAMPED CURD RETURN PER CITY OF FONTANA STD. 104A �7 SAVCUT AND REMOVE EXISTING AC PAVING �8 REMOVE EXISTING AC DEAN 90 CONSTRUCT RESIDENTIAL DRIVE APPROACH PER CITY [IF FONTANA STD. 102. ( TO BE FIELD LOCATED 10 CONSTRUCT r THICK CONCRETE SPANDREL AND 6' CURSED CONCRETE ISLANDS O 11 CONSTRUCT 8• AC DIKE. 12 INSTALL 9500 LUMEN H.P.S. COBRA HEAD CUT OFF LENSE STREET LIGHT ON ORNAMENTAL POLE, 30' MOUNTING HT. WITH 6' MAST ARK 13 INSTALL 22000 LUMEN H.P.S. COBRA HEAD CUT OFF LENSE STREET LIGHT ON ORNAMENTAL POLE, 30' MOUNTING HT. VITH 6' 14AST ARM, 14 INSTALL 9500 LUMEN H.P.S, COBRA HEAD CUT OFF LENSE STREET LIGHT FIXTURE ON EXISTING WOOD POWER POLE TO BE RELOCAIED (PP # 290710E) WITH A 6' MAST ARV. 15 UINDERGROUIND OVERHEAD POVER LIDS ALONG POPLAR AVER STREET FRONTAGE (DY OTEEM IN A XORDANCE WITH CITY OF FONTANA PLANNING CONDITION # 48 16. CONSTRUCT 6' AC BERM, 17 CONSTRUCT 4' VCP LATERALS AND CONNECT TO EXISTING 8' MAIN. 'Y's' AS SHOWN PER AS BUILT PLANS ON TRACT NO. 14748 18 CONSTRUCT RESIDENTIAL SEWER LATERAL CLEANOUT PER CITY OF FONTANA STD NO. 125 1 RAISE EXISTING YA*lOLE TO GRADE 20 A. C. OVERLAY 0.1 911 THICKNESS AS SHOIN PER TYP I CAL SECT I O!N PER SICET 1 KT.9► BENCHMARK: REVISIONS: California RegionW CITY OF FONTANA, CALIFORNIA FON-201 CSFB 4015/989 ELEV. 1133. 395 NO. DESCRIPTION ENG. DATE APPROVED DATE - A DRIVE PIN IN CURB TOP. 160 FEET EASTE sneers; .F PUBLIC WORK SDEPARTMENT 8 36 FEET NORTH OF CL INTERSECTION OF < mow..S, LAND SURVEYORS S DRAWN RANDALL AND LIVE OAK ROADS.. ' C I V I L f 6'I ? 3PLANNING & ENVIRONMENTALBY TRACT NO.15575 SCALE , _t r- d' S AS NOTED 4c 30234 VIA AMANTE MEN I FEE. CA 92584 FONTANA-POPLAR DATEDESIGNED BY(909) 301-9601 AVENUE AV NUE CHECKED BY !� L .n,�fs DRW. Ate; t P J%3t/ers RICHARD M. KL I NE R. C. E. DATE �!ti►�l APOVED 2 4 E CF 4