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HomeMy WebLinkAbout5749-21300 = 1300 d- O p + N N � 6 c 6 rn TOP OF PAVING OVER PIPE = 1 v�Zi 1290 `-�'/ 1290 313.43 L.F. OF EXTRA STRENGTH 8" V.C. P WATERLINE CROSSING 313 L.F.OF EXTRA STRENGTH 8" V. C. P J S=1.0%bow - co TE: � � �4 ?4 �N� �Nl/ ICI S=0.50% QO p05 � N x h CONTRACTOR SHALL VERIFY EXISTING INVERT boo ELEVATION BEFORE BEGINNING OF CONSTRUCTION:rz 6 n�LINE d er CROSSING 0 � N 1280 1280 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 z PAD-94.2 PAD-94.6 ! PAD-94.9 PAD-95.3 PAD-95.6 L O D�96.0 z _ W PROFILE SCALE I III 32' I I �� LOT 1 TM 18894 z LOT 2 Z` TM 78894 ; TM LOT 3 18894 W LOT 4 W J TM 18894 ? LOT 5 TM 18894 z ; TM 18894 '' PAL?-96.4 3 2 �� LOT 7 z I III I III o m �+ 3 3 �I 03 co (N TM 18894 +� � VERT: 1 in = 3 ft I III w I I� III oCJO d 3 3 3 { W i 0" w "� C I � z HORZ: 1 in = 30 ft I III III I X '� N o +� of o °- "' o + N= + III W I III I 10+38.20 BCR °� ,"�� o �I � o ct � ^� _ .� ° ,i m 0 15 30 60 90 70 I III W 91.28TC 90. 78FL C + N + "� + ") + + "=30' °O - 17O O I III n o �-CIO Q I EX. R/W - -� � o SCALE: 1 _ O ll 41 - - - -- Zm OF -+► 5 I - - o -13 l CONSTRUCTION C. L._11 +00 N89'42'40"E 214. �_.__ _-� 8' 12+00 + + N8725'35"W 80. 13' 13+ 0 t4 00 N89'42'40"E 265.69' 15+o0 TRACT 18894 BOUNDARY LINE III I 1_ 1 N89'42'40"E 223.69' SURVEY C.L.__ `� l " TRACT 20132 BOUNDAR LINE III N89'42'40"E 317.00' 1 °� N8942'40"E 317.43' M• N 00.E STR �0E I III ^_179 O39.83 EX. R/W ECR 1 1.17TC n \ 9 PMPIII a. 67FL z o mo o. Ln o CO 5 /gkg0 I III III I TER WAWARNIOSSING N m >- I = N N N + I � + - + N o Q 2 4 I III LI_I III I ++ `�' r? ;n WARMNG 6 I III o '" III I o o + �' I W I 2 CO j STORM DRAIN CROSSING z III \ POR. LOT 3 z N 3 Z c i 3 z 3 J 3 3 3 III W M. B. 32129 N ro I III > Q I i k I I w N to PAD-94.4 PAD-950 PAD�5.3 � �I o �D-954 � �I ! PAD 96.0 PAD�6.7 o III III I ! 74 LOT 1 LOT 2 I LOT 3 I o I LOT 5 �I LOT 6 N 20' N TM 20732 TM 20132 TM 20132 TM 20132 TM 20132 W b 2 v El- CL I o TM 20132 o (j CONSTRUCTION NOTES: OWEN STREET O CONSTRUCT 8" EXTRA STRENGTH VETRIFIED CLAY PIPE (V.C.P.) SEWER MAIN 2O CONSTRUCT STANDARD CAST IN PLACE 48" MANHOLE PER CITY STANDARD NO. 2001 03 CONSTRUCT 4" VCP SEWER LATERAL AND HOUSE CLEANOUT PER CITY STANDARD NO. 2005 & 2006 ® CUT EXISTING 8" SEWER MAIN AT MANHOLE LOCATION 5� REMOVE AND REPLACE TRENCH AND EXISTING A.C. PAVING PER CITY STD. N0, 7008 BENCH MARK: CITY BM # 466 © CONSTRUCT A 2-SACK SLURRY CONCRETE BLANKET DESCRIPTION: LEAD AND TACK AT THE NORTHWEST CORNER CURB RETURN OF UPLAND AVENUE AND TAMARIND AVENUE BASIS OF BEARINGS IS THE CENTERLINE OF TAMARIND AVENUE ELEV. = 1298.78 BEING NOO'13'00"W PER M.B. 32129 MCN 17-083, DR 18-005 REV. REVISION DESCRIPTION DATE ENGR. CITY DATE Prepared Under The Supervision Of: CITY OF f1 !'1' FONT A N /\ CALIFORNIA UNDERGROUND SERVICE ALERT SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT HENRY C. POQUIZ COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL QROFESS/pN�< HP ENGINEERING INC. �°� C' SEWER IMPROVEMENT PLAN CALL:TOLL FREE SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, 1 465 CRESTVIEW� ROAD DRAWN BY: SCALE: No. 37037 m DLANDS, CA. 92374 CARD TRACT r� A As SHOWN 1-80o 227-2600 THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS w TO (9 9) 335-8239, FAX (909) 335-9940 DESIGNED BY: G DATE: BENCH MARK: CITY BM # 466 TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND * Exp. 6-30-20 v \P HCP -OWEN S Tl' 8/17/18 DESCRIPTION: LEAD AND TACK AT THE NORTHWEST CORNER CURB RETURN OF UPLAND AVENUE AND TAMARIND AVENUE TWO WORKING DAYS BEFORE YOU DIG STANDARDS IN EFFECT. 9/C CAL\F DATE: 1 1 26 18 CHECKED BY: APPROVED BY / DRAWING N0. 2 B HENRY C. 0 1 , R.C.E. 37037 HCP CITY ENGINEER R.C.E. 51152 DATE�I�(g /f 5749 2