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HomeMy WebLinkAbout5482-2LL CONSTRUCTION NOTES 30' 30' APN 0i93:� i -o9 CONSTRUCT MIN. 4" A.C. PAVEMENT OVER 12" OF 95% COMPACTED NATIVE 12` 18 18' 12' 3 m ti _ SUBGRADE. ACTUAL STRUCTURAL SECTION TO BE DETERMINED BY o cry': N rn p RECOMMENDATION OF SOILS ENGINEER AT COMPLETION OF ROUGH GRADING. APN 0193-101=�1 fry., 7 N tori ti ti O2 CONST. 6" CURB AND GUTTER PER CITY OF FONTANA STD. N0. 1000 1 r� 2 �- 3 ti `~ 8 (D' "� `� 4 �0�' �J�� O CONST. 4" PCC SIDEWALK PER CITY OF FONTANA STD. NO. 1006, S=5' CD p - I°�° 4r' O4 CONST. ACCESS RAMP PER CITY OF FONTANA STD. NO. 1003 ..Ln in V 5 LL1 5 �_ a� =- __ O5 CONST. DRIVEWAY APPROACH PER CITY OF FONTANA STD. NO. 1002. W=16' _ v U \ r. . 11 " < 3' _, 3 v _.- - APN-6193-121-10 © CONST. CROSS GUTTER PER CITY OF FONTANA STD. NO, 403. W=B' + 19 o I1 ' + 4 _ O7 CONST. CURB OPENING CATCH BASIN PER CITY OF FONTANA STD. N0. 3004. W=10' J � + O ti 14+23.63 T� - h 8 CONST. LOCAL DEPRESSION PER CITY OF FONTANA STD. NO. 3003. CASE C 1 �. - E52.00 4.93' SAWCUT AND REMOVE EXISTING A.C. PAVEMENT _ 5 a CC1 m 16 ' N�3' Qp' T �J�od 10 REMOVE EXISTING CURB AND GUTTER -__ `L .:.-_ - . _ _ ___ GRIND AND OVERLAY 0.1' MIN. A.C. PER DETAIL "A" ON SHEET 1 10+00.00 C/L ATLAS L-AN_E= 0� p II N .8 °47 '37 ;,E . 2� `>�� 0`°��0� 99.93 ' , -- o : \l' i j tC - 3 Ga _ 96.94 �N.89 °47'37"E. (R) APN 0193-121-11 t� 12 INSTALL STREET LIGHT PER STREET LIGHTING PLAN 13+80.62 C/L PEPPER TREET C1j S fpm S 13 2 S ,L ,� 4 FL 80.00'm ) N 13 INSTALL MAXWELL DRAINAGE SYSTEM PER DETAIL AT RIGHT L 1 APN 0193-101-12 9 10 91 �o�' A.73 �c, 7� 56 0046 W : � a a/' z • 52.00' d°o,0 �=�,0' �l! 14.93SgS ter-- �IC0��� 13+37.63 3 m c �3 ' �q� ��, -LEGEND t� �. C, �u 33.2 • , : - - - m - 2� 0 °1 42 s 12 5 N A.C. PAVEMENT PER SOILS REPORT { v -cf7 8.73' m c%j APN 0193-121-12 --- - �, o m 5 = �+OD A.C. PAVEMENT REMOVAL J •�9� 9 _- - 6, 00 -- ., � ` � " u3 _� _._r 5. `,.7�'8 �6-• _� ® A.C. PAVEMENT OVERLAY APN 0193-101-13 p..� Q; 1 = e ;� �� '96>'- r' C:> 1 �1 (�, CONCRETE z - cn x AN 121-4-1 :. ;. CLAVE DATA ❑ RADIUS DELTA LENGTH TANGENT 1 25.00' 90°00'00" 39.27' 25.00' 2 112.00' 16"15'37" 31.79' 16.00' ¢ w a maw = z H 0 Haz H 0 z H J -- w U) OCD r �w a ¢_ f U H ¢ a v 30' 30' LOT -12 - oo' 94' - LOT 0 -- LANE r OJ\I -I\NA ACRES 1\10, 8 40 0 40 80 120 _-- - DeENGINEERING Manufactured and Installed b Y - -- .�'; -...... .. y. �....- _". � -...., ,._ - � �.. t..` -- - - _ DATE ENGR. APN 0193-101-14 DATE SHOULD CONSTRUCTION OF THE REQUIRED -`` -- APN 0193-121-45 -- I APW 0-193�121-44-;_I APN 0193-121-3 GRAPHIC SCALE e e ¢ w a maw = z H 0 Haz H 0 z H J -- w U) OCD r �w a ¢_ f U H ¢ a v LOT -12 r OJ\I -I\NA ACRES 1\10, 8 40 0 40 80 120 Nl.r). 2-3/-5 DeENGINEERING Manufactured and Installed b Y REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED • AND ASSOCIATESQROFESSIpH An evolution of McGuckin Drilling � = e e ww.torrentresources.con 0 IMPROVEMENTS NOT ASN nod q� F dl 3 � OJ ARIZONA 502-258-0785 COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL LL 4( NEVADA 702-366-1234 LAND PLANNING AND CIVIL ENGINEERING �`� J� 2 y y 9y �,� ¢ SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, 242 E. AIRPORT DRIVE, SUITE 212 - SAN BERNARDINO, CALIF. 92408 � N❑. 36361 z � THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS B PHONE (909) 884-7090 SURESH@SDENGINEERING.NET LU � EXP. 6-30-18 � TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND a DIAL TWO WORKING BEFORE DAYS BEFORE STANDARDS IN EFFECT. so ( � sT CIVIL �1y 9TE �FQF YOU DIG YOU DIG TOLL FREE 1-800-227-2600 E OF C P� A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT SURESH DODDIAH R.C.E. 36361 DATE ¢ w a maw = z H 0 Haz H 0 z H J -- w U) OCD r �w a ¢_ f U H ¢ a v • 1 • Manufactured and Installed b Y O TORRENT RESOURCES W An evolution of McGuckin Drilling = e e ww.torrentresources.con 0 3 CALIFORNIA 661-947-9835 OJ ARIZONA 502-258-0785 LL 4( NEVADA 702-366-1234 ¢ Q NOTES C 1. MANHOLE CONE - MODIFIED FLAT BOTTOM. cv 2. STABILIZED BACKFILL - TWO -SACK SLURRY MIX. 3. BOLTED RING 6 GRATE/COVER - DIAMETER AS SHOWN. CLEAN CAST IRON WITH WORDING "STORM WATER ONLY" IN RAISED LETTERS. BOLTED IN 2 LOCATIONS AND SECURED TO CONE WITH MORTAR. RIM ELEVATION ±0.02' OF PLANS. 4. GRADED BASIN OR PAVING (BY OTHERS) 5. COMPACTED BASE MATERIAL (BY OTHERS) 6. PUREFLOO/ DEBRIS SHIELD - ROLLED 16 GA. STEEL X 24" LENGTH WITH VENTED ANTI -SIPHON AND INTERNAL 265" MAX. SWO FLATTENED EXPANDED STEEL SCREEN X 12" LENGTH. FUSION BONDED EPDXY COATED. 7. PRE -CAST LINER - 4000 PSI CONCRETE 48" ID. X 54" OD. CENTER IN HOLE AND ALIGN SECTIONS TO MAXIMIZE BEARING SURFACE. B. MIN. 6' 0 DRILLED SHAFT. 9. SUPPORT BRACKET - FORMED 12 GA, STEEL. FUSION BONDED EPDXY COATED. 10. OVERFLOW PIPE - SCH. 40 PVC MATED TO DRAINAGE PIPE AT BASE SEAL. I 11. DRAINAGE PIPE - ADS HIGHWAY GRADE WITH TRI -A COUPLER. SUSPEND PIPE DURING BACKFILL OPERATIONS TO PREVENT BUCKLING OR BREAKAGE. DIAMETER AS NOTED. 12. BASE SEAL - GEOTEXTILE OR CONCRETE SLURRY. 13. ROCK - WASHED. SIZED BETWEEN 3/8" AND 1-1/2" TO BEST COMPLEMENT SOIL CONDITIONS. 14. FLOFASTO/ DRAINAGE SCREEN - SCH. 40 PVC 0.120" SLOTTED WELL SCREEN WITH 32 SLOTS PER ROW/FT. DIAMETER VARIES 120" OVERALL LENGTH WITH TRI -B COUPLER. 15. MIN. 4' 0 SHAFT - DRILLED TO MAINTAIN PERMEABILITY OF DRAINAGE SOILS. 16. FABRIC SEAL - U.V. RESISTANT GEOTEXTILE - TO BE REMOVED BY CUSTOMER AT PROJECT COMPLETION. 17. ABSORBENT - HYDROPHOBIC PETROCHEMICAL SPONGE. MIN. 128 OZ. CAPACITY. TYPICAL. TWO (2) PER CHAMBER. 18. CONNECTOR PIPE - 4" 0 SCH. 40 PVC . 19. VENTED ANTI -SIPHON INTAKE WITH FLOW REGULATOR. 20. INTAKE SCREEN - 4" 0 SCH. 40 PVC 0.120" MODIFIED SLOTTED WELL SCREEN WITH 32 SLOTS PER ROW/FT. 48" OVERALL LENGTH WITH TRI -C END CAP. 21. FREEBOARD DEPTH VARIES WITH INLET PIPE ELEVATION. INCREASE PRIMARY/SECONDARY SETTLING CHAMBER DEPTHS AS NEEDED TO MAINTAIN ALL INLET PIPE ELEVATIONS ABOVE CONNECTOR PIPE OVERFLOW. 22. OPTIONAL INLET PIPE (BY OTHERS) 23. NON -WOVEN GEOTEXTILE SLEEVE, MIRAFITM/ 140 NL. MIN. 6 FT 0, HELD APPROX. 10 FEET OFF THE BOTTOM OF EXCAVATION. 24. EIGHT (8) PERFORATIONS PER FOOT, 2 ROWS MINIMUM. m U) �cn a cc ww u ¢ r a ¢ z z O H u r o N F- a ¢ F_ w z w a 0 x H 3 x w w 0 -i Q 0 F- 0 w a H H w w BENCH MARK: CITY BM #591 CITY OF FONTANA. CALIFORNIA STREET IMPROVEMENT PLANS EING A BRASS DISC SET IN THE TOP OF CURB NDTHE FONTLEEENORTHEAST LANE CORNER OF OLIVE STREET DRAWN EB TRACT NO. 19944 SCALE: SHOWN DESIGNED BY: ATLAS LANE DATE: LEY. = 1185.01 EB 6/8/2016 CHECKED BY: AP OVE DRAWING N0: 2 SO 5482 CITY ENGINEER R.C.E. 51152 DATE: 2