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Water O' s =0.00 - - - -; - -- r- -- < 4� - - -- - - - - roposed 8" PVC Water - +- n +- + - - - +- - -t I I I I I I I II I I I N Z A 8 0 +98.84 8" 60 Bend - 1 + h a I f + p °°. INV. 10 +74.4 FH _ 1 jr 1 38.37 INV. - , S� 38.65 + v 8 4 +15.5 FH T x Q� 3 +72.15 8 TEE + - - 10 o A 4 +66.12 8" 60' Bend; w O �x 3 64 INV. 37. 8 I - 37:291NV 8 11 , - _ " _ - - - * 5 +83.8 8" '0' Bend o x� �cr'! roposed FL of 8 PVC Sewer 3.5 N ly of, CL :y 'oc B -H 35 > g _ + _ _ roposed ;FL of 8" PVC', Sewer 13.5' N'Iy of CIL ��lj'�A x����� 8 n P INV c. roposed FL of 8" PVC Sewer 6.5' SE'ly of CL o i o z o b J J n J �- - - �+ h�1 11 LO - - O } _ - ; - - - + - - - ' - y ?_ -- -. - p wy 2 p - O r7 N N ^ If) �.f •d '� 10 ,. - 10 V Q- O J - J J M d � M 1-Z M � M N ,+ PI) 14- O 'd Z " -I J ,., J (V fp In + < PROFILE: PALME1 I LANE SEWER AND WATER 00 4b W Y Z Z, o -_ + M_ . + n+ M + M M 3 M3 M 3 3 M 3 __ SCALE- `1` -20' HOREONTAL ✓a ! N M M N N + 3 1-=2' VERTICAL `TOO \ o t 3 F+ Co o3M - T 3 3 - - - "1 + if M 3 3 1 `onst. 151.07 L.F. 8 P.V.C. Sewer O s=0.004 s x M - 1 onst. 179.37 L.F. 8 P.V.C. Sewer O s =0.00 N 3 0 >- _ - -- < 30 0+ 3 1 +00 2 +00 3 +00 " 4 +00 - _ - -- - �- - 5 +00 1 - 6 +00 1 onst. 113.76 L.F. 8" P.V.C. Sewer O s =0.03 j \,\ 3 0� 4 I 5 j 8 j 7 8 of 9 0++ 10 9 j 1 f 12 4 I \ 7 3A 1 3A 7 2 I _ 8 13 \ z \ M I 1 7 3A 3A 3A 3A 3A 3A 2 w co I n n j 22 �_ X I ui I i j ky N j c�i ci v % EL CAMINO STA: 4+77.87 \ 4 0 N °i o z ° 4� �' h 11 PALMETTO LANE STA: 6 +34.41 I \ 8 + I O) N I N N M - IA W W + o (n a . M O + 00 + co co I � Ln + + I �+ + ° + + co + �' + j N co I to h 00 gs'r,�• \ J aD M n M n N N M °^ M M M M H M M' M ''t M % �' M EL CAM�IO DRIVE WVo " �M I stM I Mn N N Q I M I r> -It f v EXIST. 8 AC WAT va�i N vii vi , a d ¢ < v� ao < j NI w !n N N N N In !n ~ 0 �" "PVC SEWS SFF R7 ^ EXIST. 8" VCP SEWER S S S ChT rO% \ \ C( N 4 05 � P O LANE PROP. 8 PVC WATER 4 36.0 INV. N .wv NX w w w w 6 0 8 M \ 1 w \ o o n n < v o o_ v o o N a 7 •� \. co 00 O \, (o 00 N !C+:, N -* ° ii +1 + �k + + + \ + + + a + + + + �- ° N N M M i 00 4 43.98 RIM rn \N % v> S o, M n + m + + 0 INV. C-4 d a < i a < a ,, a %' ¢ Q m d ,ri a a n n 0 %8 3A N % cn + \ N n N N v~i \' \ v~i c~i> c~il v �'��1 O y con c~i� + N N v~i " '� tO -- - -- - -- TA: +83.8 8 13 0' S¢T 3A 7 j' 7 a 3A jQ' 3A d o 7 6 7 3A \•,\ 3A / 7 7 4 �� B 7 CO 7 3A 7 3A (WM) (WM) N S 8" 0 Bend % I + WM) 13 STa 0 )3 9C % (r10 \ \, 4 17 \' �/ 3A ary^° 7 \'\ 8 4 13 N v 8 n \ (WM) 7 ,)S. % 9 / u O / \ \ j 4 .17 Rik-. 4 10 N F1i \ 3A j / ¢` / \ \ %/ 16 $ 38. V. S' 7 6 \ + o C/ Sl7NC 40 WM S 1B 14 g\ 7 \ \ % 4 \ I 3A T., � O SEE GRADING PLAN FOR TM 16917] \ •\ \ % �S, \' * CONSTRUCTION NOTES" \ •\ 7 Ot Construct B" P.V.C. Sewer Main with Trenching and Bedding per CMSD Dwg. No. S -112 j FQ S ? % / 19 c}, % / �''\\ O2 Construct 48" Sewer Man Hole per CMSD Dwg. No. S -100. I �00 4 37.7 INV. o \ 10 10 3A Construct Lateral Connection Type A per CMSD Dwg. No. S- 104 -A. Q� CORONADO STA: 21+87.76 13 / / / \. v 11 PALMETTO LANE STA: 0+14 0 �q / %" % \ -\ ��a 4 IA 4 O4 Construct Sewer Clean Out per CMSD Dwg. No. S -107. IN . O Construct 6" P.V.C. Sewer Lateral with Trenching and Bedding per CMSD Dwg. No. S -112 $ CORONADO STA: 21 +77.76 2 +. / 80 f \ •� ?.S. 8 b Cunslrud 8" (C -300) CL -204 Water 1Jain with Trencfiing on3 BockS PALMETTO LANE STA: 0 +00 2 RIM (30.0 ±) INV.v" / % / %�' \ \ per MCWD Standards, Dwg. No. 18, and Inspector's Requirements. 15 Oj Construct Standard 1" Copper Water Service Assembly with 3/4" Meter per MCWD Dwg. No. 1, 3 and 18. RECORD PLAN COSTA MESA SANITARY DISTRICT 8 Construct Fitting (Size Type per Plan) with Thrust Block per MCWD Dwg. No. 12, and Inspector's Requirements. � do Approved for Connection to CMSD Sewer Only GRAPHIC SCALE O Construct 8" Standard Gate Valve per MCWD Standards. 20 0 10 20 40 80 10 Construct Standard Fire Hydrant per MCWD Dwg. No. 4, and Inspector's Requirements. LJ LJU a __ / �_�K��� �✓ 11 Construct 8" Standard Tapping Sleeve and Valve per MCWD Dwg. No. 6. IN FEET ) 13 Abandon Existing Water Service at Main per MCWD per Inspector's Requirements. 14 ENGINEER: DATE: ENGINEER: DATE: DATE: 9 D 1 inch = 20 ft. Abandon Existing Sampling Station at Main per MCWD per Inspector's Requirements. RCE No.: REGISTRATION EXP: RCE No.:1Fj2-V REGISTRATION EXP: oO 15 Construct Standard 2" Copper Water Service (Irrigation) with 1 1/2" Meter per MCWD Dwg. No. 2, 3, 18 and 23. BENCHMARK; SOILS ENGINEER: OWNER: Q�OFESS / PREPARED BY: PRIVATE SEWER & PUBLIC WATER SHEET �p �N B. H,yyq� ROBIN B. HAMERS & ASSOC., INC. T R CO. rj,�• 00 IMPROVEMENT PLAN FOR COUNTY OF C•ZANGE BENCH MARK NO.: SA- 290 -77 S CIVIL ENGINEERS 6� DATE: 1995 160 NEWPORT CENTER DR. SUITE 240 - N0. Z 234 E. 17TH STREET, SUITE 205 PALMETTO LANE Z ELEVATION: 39.33 FEET (NGVD 29) NEWPORT BEACH, CA. 92660 C9 RCE 31720 m COSTA MESA, CA 92627 (949) 285 -6506 EXP. 12/31/2010 - 4(949) 548 -1192 NO. DATE DESCRIPTION BY /V 5 3g COSTA MESA, CALIFORNIA of v1��E \� TRACT MAP NO. 16917 REVISIONS CPJ- ROBIN B HA ERS R.C.E. 31720 DATE OF 3.:,- Palmetto -2, 2/10/2009 9:27:21 AM - qtr