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S-2000-1.3• �I— pa V LL W 1l PROP. F.S. O STREET C/L n N Q Q X 00 M Q 00 I` In x N m� F- + J UOf 60 � N EXIST. GIRD. — THIS MANHOLE IS TO BE To 41 be SPRAY - COATED WITH SANCON 200 OR EQUAL y. 6" G l oA 'L 2 5AT.O.PIN_RO�NECT 55 55.69 T.O.P. 55.11 B.O.P. ��OP \9, 3-6" gOp' 3 50 u , � II NOTE: MAXIMIM DEPTH OF SEWER LATERAL IS APPROVED AS SHOWN. ADDITIONAL APPROVAL REQUIRED BY THE CITY OF COSTA MESA IF PLACED LOWER. I I (45.54 INV.) EX. 36" RCP 1+00 EXIST MH ® CMSD SEWER STA. 14 +39 53' 1 NEW MH ® CMSD SEWER STA. 16 +78.47 51 ST. STA 32 +75.44 1 +00.00 SEWER LINE A CL MH SHAFT BY ENCROACHMENT PERMIT, C CONTRACTOR TO CONFIRM EXACT LOCATION AND ELEVATION OF EXISTING FACILITY BEFORE CONSTRUCTION. THE CONTRACTOR SHALL ADVISE THE ENGINEER OF RECORD IF THE LOCATION OR ELEVATION OF THE EXISTING FACILITY IS NOT CONSTRUCTED PER THIS PLAN. 004 8' SEWER LIE 3 A, INSTALL 165.39 LF VCP SEWER 911 20' - 1 LAN SCAPE AREA NEW �R /yy I P.L. 20 I EXIST. ST. IGHT c X. SIGNI ON TR. OX TEL. - � PROPOSED BUS TURNOUT IPER SEPARATE OFFSITE STREET IMPROVEMENT PLANS E \ / 0 O 20 \ u PL M N M + 0 0 11 o a + _ d °- � M cn c- 00 N 60 II a� LLJ Z � J N LLJ LLJ V) U_ %J 55 0 . N 0 � W 0=0> xZ n ~ n (no an vi n 50' W Z ST. STA 9+47.51 1+00.00 JEEWER 42 LINE 51 W + 6 32' U Q / N 6 O O X w Vi J 0 21' U r/ Q 16' ac N= I 36' w'o m EX. MEDIAN II EXIST. -r O C &G w Q- xn :Z: NEW MH ® CMSD SEWER STA. 16 +78.47 51 ST. STA 32 +75.44 1 +00.00 SEWER LINE A CL MH SHAFT BY ENCROACHMENT PERMIT, C CONTRACTOR TO CONFIRM EXACT LOCATION AND ELEVATION OF EXISTING FACILITY BEFORE CONSTRUCTION. THE CONTRACTOR SHALL ADVISE THE ENGINEER OF RECORD IF THE LOCATION OR ELEVATION OF THE EXISTING FACILITY IS NOT CONSTRUCTED PER THIS PLAN. 004 8' SEWER LIE 3 A, INSTALL 165.39 LF VCP SEWER 911 20' - 1 LAN SCAPE AREA NEW �R /yy I P.L. 20 I EXIST. ST. IGHT c X. SIGNI ON TR. OX TEL. - � PROPOSED BUS TURNOUT IPER SEPARATE OFFSITE STREET IMPROVEMENT PLANS E \ / 0 O 20 \ u PL M N M + 0 0 11 o a + _ d °- � M cn c- 00 N 60 II a� LLJ Z � J N LLJ LLJ V) U_ %J 55 0 . N 0 � O 0=0> xZ n ~ n (no an vi Do-* 1 135.10' W Z ST. STA 9+47.51 1+00.00 JEEWER - tnu,) rn LINE 51 Dow) + EWER LINE "D" W Or e O) LAj 6 O Q + O O O N m a Na EXIST. GIRD. N II 0 O _ _ +` w Q- xn :Z: N + 0cr— — — — — — — — — PROP. F.S. ® STREET C/L N ]P+t1t) x� Q F— J� (n U [Y n > O Q ?? m 0=0> xZ n ~ n (no an vi Do-* 1 135.10' W Z ST. STA 9+47.51 1+00.00 JEEWER - tnu,) rn LINE 51 Dow) 8' SEWER LICE OF •• 8' WATER LPE 'B' 6 0 o- I°n o0 + Ii �LO S =0.004 2+00 I I I I O — r 1 m 2 1 a: 1cuw+)4) � N J �y \�p LO cjro S�1 6 8 3 7NV m N • M 6 W�qT LNE'B• Mx A tkt O J S= 0.004 J 1 INSTALL 339.54 LF 8" VCP SEWER 5 0 0> 0 0> o> O w- 0 w- 0 0> °z? rimoMmoDozz Nm"+ +bcN +bcNK)mo + inM d dN d 1*4 + LO It dIA Lr) NOTE: SEWER MANHOLES TO BE ADJUSTED TO GRADE AFTER FINAL PAVING IS INSTALLED, BUT BEFORE SLURRY SEALING. 3+00 4+00 PRORLE SCALE VERTICAL: 1"=2' HORIZONTAL: 1"=20' I U m / o �/ 1 61 + — - IN 61 O � 4 5 C &G - 5 - / \ 6T ST � 67 0 4 SEWER LINE "B" \� AMBERLEAF 5 ' ^� Q `2� 3 ^J ^7 Oi ' Q, / 5 \ /V 5 WATER LINE "B" 5 � �I 250 Q C &G 7 -j 'k o° 2 ' CITY OF COSTA X50 5 5 , ,^ \ . MESA $ d PROPOSED 10' / i ^ 001 a ' SEWER EASEMENT + I+ I � � a \ Engineering UM Approval 3 \ 251 TO BE RESERVED ON + ST. STA 3 +32.45 TRACT 15882 / � � 1� I EX. BU SIGN EX. GTE: BOX 73.00 EX. BUS SHELTER For Ousne in"ments _ 61 61 — 64 _ N 69 6 6 \ ASHWOOD ST. STA 9+28.22 65 61 6 18'RCp Engineer! a AMBERLEAF ST. STA 1 +09.9 71 6 S'D 19 / EM_It64tA'f A—r FEUrrs Rt00V2eA 63 66 S . STA 4 +21.36 wwP ST. STA 4 +34.80 C�4V NOTE: FOR SEWER LATERAL STATIONING II s q�c ' & DATA SEE SHEET 2 CONSTRUCTION NOTES SCALE: 1"=20' EXIST 6" VCP S ER T. SEWER STA. 17 +64 CAP O P.L. EXIST MH ® CMSD SEWER STA. 17 +79.11 ST. STA 31 +20.52 ADAMS AVE. SCALE: 1 " =20' ST. STA MESA VERDE DRIVE EAST D MESA VERDE RDE D R. . NOTE: NEW SEWER LINE "A" SHALL BE COMPLETED PRIOR TO CONSTRUCTION OF NEW BUS TURNOUT. R E V I S I O N S NO. DATE DEWFAMON APP. WATER DATA COURSE DATA 1 BEARING a C) 100 \ 1 135.10' W Z ST. STA 9+47.51 1+00.00 JEEWER 1 440.58' LINE 51 J = 1 +46.51 EWER LINE "D" W Or LAj 6 N O ST. STA 1 +15. 0 o- I°n o0 + Ii �LO S =0.004 2+00 I I I I O — r 1 m 2 1 a: 1cuw+)4) � N J �y \�p LO cjro S�1 6 8 3 7NV m N • M 6 W�qT LNE'B• Mx A tkt O J S= 0.004 J 1 INSTALL 339.54 LF 8" VCP SEWER 5 0 0> 0 0> o> O w- 0 w- 0 0> °z? rimoMmoDozz Nm"+ +bcN +bcNK)mo + inM d dN d 1*4 + LO It dIA Lr) NOTE: SEWER MANHOLES TO BE ADJUSTED TO GRADE AFTER FINAL PAVING IS INSTALLED, BUT BEFORE SLURRY SEALING. 3+00 4+00 PRORLE SCALE VERTICAL: 1"=2' HORIZONTAL: 1"=20' I U m / o �/ 1 61 + — - IN 61 O � 4 5 C &G - 5 - / \ 6T ST � 67 0 4 SEWER LINE "B" \� AMBERLEAF 5 ' ^� Q `2� 3 ^J ^7 Oi ' Q, / 5 \ /V 5 WATER LINE "B" 5 � �I 250 Q C &G 7 -j 'k o° 2 ' CITY OF COSTA X50 5 5 , ,^ \ . MESA $ d PROPOSED 10' / i ^ 001 a ' SEWER EASEMENT + I+ I � � a \ Engineering UM Approval 3 \ 251 TO BE RESERVED ON + ST. STA 3 +32.45 TRACT 15882 / � � 1� I EX. BU SIGN EX. GTE: BOX 73.00 EX. BUS SHELTER For Ousne in"ments _ 61 61 — 64 _ N 69 6 6 \ ASHWOOD ST. STA 9+28.22 65 61 6 18'RCp Engineer! a AMBERLEAF ST. STA 1 +09.9 71 6 S'D 19 / EM_It64tA'f A—r FEUrrs Rt00V2eA 63 66 S . STA 4 +21.36 wwP ST. STA 4 +34.80 C�4V NOTE: FOR SEWER LATERAL STATIONING II s q�c ' & DATA SEE SHEET 2 CONSTRUCTION NOTES SCALE: 1"=20' EXIST 6" VCP S ER T. SEWER STA. 17 +64 CAP O P.L. EXIST MH ® CMSD SEWER STA. 17 +79.11 ST. STA 31 +20.52 ADAMS AVE. SCALE: 1 " =20' ST. STA MESA VERDE DRIVE EAST D MESA VERDE RDE D R. . NOTE: NEW SEWER LINE "A" SHALL BE COMPLETED PRIOR TO CONSTRUCTION OF NEW BUS TURNOUT. R E V I S I O N S NO. DATE DEWFAMON APP. WATER DATA COURSE DATA ❑ BEARING LENGTH 100 N89- 38 -36 "W 1 135.10' CURVE DATA Q DELTA I R I L T 150 80'08'13" 1 315.00' 1 440.58' 264.96' 5 WATFR SEWER INSTALL 8" VCP SEWER MAIN WITH BEDDING PER CMSD STD DWG S -112 �yFFT /N 6 INSTALL 8" PVC CL 150 C900 AWWA WATER LINE (WHITE) F 8 SEWER DATA 51 CONSTRUCT 48" MANHOLE PER CMSD STD DWG 5 -100 61 INSTALL 1" COPPER SERVICE ASSEMBLY PER MESA CONSOLIDATED WATER DISTRICT STD DWG NO 1 &3 5 INSTALL 6" VCP SEWER LATERAL PER CMSD STD DWG S -104 -A WITH 3/4" METER & BOX (22 TO 23 G.P.M.) COURSE DATA 3 TRENCH REMOVAL AND RECONSTRUCTION PER CITY OF COSTA MESA STD DWG 813. © INSTALL STANDARD FIRE HYDRANT PER MCWD STD DWG NO 4 (CLOW, W /BREAK -OFF CHECK VALVE, ❑ BEARING LENGTH (OFF- SITE). NEW PAVEMENT STRUCTURAL SECTION SHOULD BE AS FOLLOW: MODEL LB400) ADAMS AVE. 117" FULL DEPTH AC OVER NATIVE. 200 N28'11'49 "W 90.95' 4 CONSTRUCT THRUST BLOCK PER MCWD STD DWG 12 201 N89'38'36 "W 155.06 MESA VERDE DR. 13" FULL DEPTH AC OVER NATIVE. 54 REMOVE EXISTING AND CONSTRUCT TYPE (C -8) CURB AND GUTTER PER INSTALL 8" FLG. D.I. TEE 202 N10'45'S4 "W 1.42' INSTALL 8" R.S. GATE VALVE (PUSH -ON x FLG) PER MCWD STD DWG NO 14 CITY OF COSTA MESA STANDARD DRAWING NO. 312 OVER 6" CMB. CURVE DATA CONTRACTOR SHALL RECONSTRUCT A MINIMUM OF 1' OF AC ADJACENT 6 INSTALL 8 "x 8 "x 6" PUSH -ON x FLG. D.I. TEE Q DELTA R L T TO NEW GUTTER. THE NEW SLOT PAVE STRUCTURAL SECTION SHALL BE 1 INSTALL 8" PUSH—ON D.I. 90 DEGREE BEND 250 80'08'13" 354.00' 495.12' 297.76' 17" FULL DEPTH AC. MINIMUM CURB AND GUTTER SHALL BE 7 INSTALL 6" PVC CL 150 C900 AWWA WATER LINE (WHITE) 251 17'25'55" 240.00' 73.02' 36.79' 8 LF. (OFF -SITE) 7 INSTALL 6" FLG. x PUSH -ON R.S. G.V. 8 INSTALL SIPHON PER MCWD STD. DWG NO. 25. QRpfESSI IMPROVEMENT PLAN H u ITT —ZOLLARS ��� °may R el 3 8 Huitt- ZoNars, Inc. v �`` � SEWER & WATER 15101 Red FN Avenue, Tustin, CA 92780 (714) 259 -7900 No. 39478 Expiration 12 -31 -01 TR. 15882 - ADAMS AVENUE 8 MESA VERDE DRIVE NUUMB PREPARED UNDER THE SUPER ER NSION ft CIVIL qTf of- CAL \E�`� 39475 'Z - "-°' CITY OF COSTA MESA Y R. R.C.E. EXPIRES DALE P. E SEAL I m in_nam -m