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HomeMy WebLinkAbout1.2-6921 Rec DrawGENERAL NOTES 1. ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS AND SPECIFICATIONS OF THE CITY OF BAKERSFIELD. 2. THE FOLLOWING CITY OF BAKERSFIELD STANDARDS SHALL BE CONSIDERED PART OF THE PLANS - ST -1, ST -3, ST -4, ST -9, ST -10, ST -11, ST -12, ST -13, ST -14, ST -15, ST -16, ST -19, T-1, D-11, D-12, D-13, D-14, D-16, D-17, 0-18, SW -1, SW -3, SW -4, SW -5, SW -6, SW -9 AND SW -12. 3. PAVING FOR RESIDENT, LOCAL AND COLLECTOR STREETS SHALL BE TYPE "B" ASPHALT CONCRETE OVER (CAB) AND/OR (CMB) AGGREGATE BASE 4. MANHOLE AND COVER SHALL BE SET 1/4" BELOW PAVEMENT GRADE. 5. INSTALL TYPE "B" CURB AND GUTTER UNLESS OTHERWMSE NOTED. 6. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED AT LEAST TWO WORKING DAYS PRIOR TO CONSTRUCTION. 1-800-227-2600 7. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/SUBDIVIDER/CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER, 8, PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION SECTION SHALL BE GIVEN AT LEAST 24 HOURS NOTICE. (661-326-3049) 9. WARNING/REGULATORY SIGNS SIGN PANELS SHALL BE MOUNTED ON POSTS WITH HAWKINS M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR EQUAL. ROADSIDE SIGNS INSTALL PER STD. T-19 SHALL BE LOCATED WITHIN SIDEWALK 6" FROM BACK. 10, AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN THE EXISTING ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, A DEPOSIT BASED ON AN APPROVED ENGINEERS ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT-OF-WAY AND INSURANCE SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. 11. SEWER LATERAL LOCATIONS TO BE STAMPED (S) INTO THE CURB FACE OVER EACH SEWER LA TERAL. 12, INSTALL ADDITIONAL #3 1/2 PULL BOX FOR STREET LIGHTS AT PG&E SERVICE POINT. ALL BOXES TO BE INSTALLED ON A GRAVEL BED A MINIMUM OF 6" THICK. LEGAL DESCRIPTION: BEING A DIVISION OF LOT 18 OF TRACT 3825, RECORDED MAY 31, 1977 IN BOOK 27 OF MAPS AT PAGE 57 IN THE OFFICE OF THE KERN COUNTY RECORDER, TOGETHER WITH ALL OF LOT 31 IN SECTION 23, TOWNSHIP 29 SOUTH, RANGE 26 EAST, M.D.M., IN THE UNINCORPORATED AREA, COUNTY OF KERN, STATE OF CALIFORNIA, ACCORDING TO THE THE "SALES MAP OF LANDS OF J.B. HAGGIN," FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY JULY 17, 1890. EXCEPTING THEREFROM: THAT PORTION OF SAID LOT 31 AS DEEDED TO THE STATE OF CALIFORNIA, FOR HIGHWAY PURPOSES, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF SAID LOT, THENCE (1) ALONG THE SOUTH LINE OF SAID LOT, NORTH 89 57'12" WEST, 371.86 FEET; THENCE (2) AT RIGHT ANGLES, NORTH 00-02'48- EAST, 2.00 FEET; THENCE (3) FROM A TANGENT WHICH BEARS SOUTH 89'57'12" EAST, EASTERLY ALONG A CURVE CONCAVE NORTHERLY WITH A RADIUS OF 7,480 FEET, THROUGH A CENTRAL ANGLE OF 02'50'59'; AN ARC LENGTH OF 372.03 FEET TO THE EAST LINE OF SAID LOT; THENCE (4) ALONG SAID EAST LINE, SOUTH DO' 06'40" WEST, 11.25 FEET TO THE POINT OF BEGINNING. SUMMARY OF IMPROVEMENTS: ITEM QUANTITY �►1 8" SEWER MAIN (PVC) 2,612 L.F. 4" SEWER LATERALS (PVC) ��1 4.9 L.F. TYPE 'A' SEWER MANHOLE 10 -9 EA. STORM DRAIN LINE No. 24" RCP 1)735 L, F. 18" RCP 396 44 L,F. TYPE 'A' CATCH BASIN 34 EA TYPE 'A' STORM DRAIN MANHOLE 11+9 -EA. BASIN OUTLET STRUCTURE 1 EA. CDS UNIT PER DETAILS ON SHEET 9 1 EA. ° a 7L rol E, STORM DRAIN PIPE DATA LINE No. "Q"(CFS) SIZE(IN.) VEL. (FPS) 1 21.54 4-,7-6 24 "RCP 6.86 3.74 2 21.6744-�6 24"RCP 6.9 3.74 3 22 -1 f.8 24"RCP 7 3.77 4 7.4 if- 9.2 24"RCP 2.3E 3.79 5 6.41 $,3p 24"RCP 2.04 2.64 6 4.77 1:5. #5 18" 24"RCP 2.7 4.28 .322 , 1.76 8 14.3 3-&4 24"RCP 455 1.80 9 5.64 i-.6 i 24" 18"RCP 1•8 1.13 10 1.65 -2r 18"RCP 0.93 1.18 11 4.1 -27-t 18"RCP Z•321.20 12 1.47 -2-83 18"RCP 0.83 1.15 13 3.31 -i, of 187RCP 1.87 0.74 t# " +51 -1fi-" 48- "7.44 6;z IS"grUp 9,94 KEY MAP SCALE : 1 *=200' D LEGEND 8"S - PROPOSED SEWER - - - - - (18"S) - - - - - EXISTING SEWER - —-24"SD- — - - PROPOSED 24" RCP STORM DRAIN - —-18"SD- — - - PROPOSED 18" RCP STORM DRAIN - - - - (18 "SD) - - - - - EXISTING STORM DRAIN OS - EXISTING SEWER MANHOLE S - PROPOSED SEWER MANHOLE .083 - FIRE HYDRANT PER VAUGHN WATER CO. H - GATE VALVE PER VAUGHN WATER CO. 3 - TEE - 90' ELBOW 1.74 - 45' ELBOW -- - DIRECTION OF DRAINAGE REVISIONS APP ROGER A. McINTOSO R.C.E. 33322 (EXP. 6/30,/14) VED; R.C.E. 32178 (EXP, I Z/31,/14) SEWER PIPE DATA LINE No. "Q"(CF) DEPTH(IN.) VEL. (FPS) 1 .0063 0.53" 0.63 2 .083 1.84" 1.37 3 .031 4.04" 1.74 4 .031 4.04" 1.74 5 .322 4.15" 1.76 6 .341 4.30" 1.78 7 .341 4.30" 1.78 8 1 .341 4.30" 1.78 v'T 2r('I( BASIS OF BEARING.Enl H MARK USED: TNI: 6EARIN G OF N 89'251'" W 5HOWN FOR THE SOUTH 10P OF CONCMIE MON L#IW r IN LAMPHttE. AT THE LINE OF tHt= SovT1+rA75-r QUAM OF 5 104 23, CE MnINE OF A1.1.EN ROPO AMD INE 50Vr -Y 29 S., R 26 E. ON RECORD DF SURVEY, FILED IN WoUNEUNE OF AWE9L%N'5. BOOK 25 OF 1� ECOfV OF SURMS Ar PA6C 24 WA5 USED AS 1W BA515 61r SEARIN65 SKOWN HKTCN. ELEVAIrio = 364.63' (M C.t), B. BWCHMACK 9T0 UNAUTHORIZED CHANGES & USES. THE ENGINEER PREPARING THESE PLANS CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. BA92_ OF BEARING: THE BEARING Of_lq'0�✓1 " WEST FOR THE E E O THE SOUTHEAST QUARTER OF S T2 , MDI, ALSO BEING THE CENTERLINE OF ALLEN ROAD 67) WAS USED AS THE BASIS OF BEARING SHOWN IS MAP AS SHOWN L MAP NO. 4123 AS RECORDE OK 18 OF PARCEL MAPS AT PAGE 166 IN RDER'S OF KERN COUNTY, CALIFORNIA. O LEGEND (CONT) 0 - EXISTING SEWER CLEANOUT Cd - PROPOSED SEWER CLEANOUT - BLOW OFF/AIR RELEASE - BLOCK AND PLUG ] - STUB AND CAP EXISTING POWER POLE - (281)— - - EXISTING CONTOUR FF - FINISH FLOOR ELEVATION FP - FINISH PAD ELEVATION G.8 - GRADE BREAK HGL - HYDRAULIC GRADE UNE C.O.S. - CITY OF BAKERSFIELD OO - EXISTING STORM DRAIN MANHOLE SQ - PROPOSED STORM DRAIN MANHOLE VICINITY MAP NTS LEGEND (CONT) G. V. - GATE VALVE INV. - PIPE INVERT RIM - TDP OF MANHOLE ELEVATION (ADJUST ALL MANHOLE RIMS TO AC PAVING) PVC - POLYVINYL CHLORIDE SSMH - SANITARY SEWER MANHOLE SDMH - STORM DRAIN MANHOLE f - APPROXIMATE LENGTHS, CONTRACTOR SHALL VERIFY H.P - HIGH POINT CL - CENTER LINE 2+00.00E - DIRECTION OF STA71ON LABEL 351. - DISTANCE LEFT OF CENTERLINE OF ROAD 35R. - DISTANCE RIGHT OF CENTERLINE OF ROAD PS 2+00.00E - STATION ALONG LENGTH OF PIPE SHEET INDEX SHEET DESCRIPTION 1 COVER SHEET & NOTES 29 EDENDALE COURT SEWER PLAN & PROFILE 39 SABLEWOOD DRIVE SEWER PLAN & PROFILE 4 R SABLEWOOD DRIVE STORM DRAIN PLAN & PROFILE 5 R MIRA SOL DRIVE SEWER PLAN & PROFILE (WEST END) 6 R MIRA SOL DRIVE STORM DRAIN PLAN & PROFILE (WEST END) 7 R MIRA SOL DRIVE SEWER PLAN & PROFILE (EAST END) 8R MIRA SOL DRIVE STORM DRAIN PLAN & PROFILE (EAST END) 9 DETAILS & NOTES 4.1 SABLEWOOD ARIVE ST004 DRAW FLM At PROFILE APPROVED BY: PUBLIC WORKS DIRECTOR, RAUL M. ROJAS DATE R.C.E. 39880 (EXP. 12-31-09) REVIEWED BY ASSISTANT PUBLIC WORKS DIRECTOR ENGINEER'S STATEMENT: 2/z.s DATE 1 HEREBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA, AND THAT THEY INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD, I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS, OMISSIONS OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS AND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION. eROf WH/ Hql F\ y a No. C-051930 * Exp. 6/30/08 CIV11. 9TF O` CAL�E��� H -NCH MARK: FOUND CHIS -EE " " ON TOP OF CURB THE SOUTHWEST CURB Rr%WkjF,4Ltf HIGHWAY INTERSECTION P U AT PAGE 14. 0 DERRILL G. WHITTEN, JR. R.C.E. C-051 ��OUTHERLY END OF ROAD AND ROSEDALE EYOR'S FIELD BOOK 1170 = 365.58' (NAND 1988 DATUM) U.S.G.S. 6-30-08) L NC_H MARK SET: 10P OF CONCRm MONUM-'f im LAMPHOL.E AT -ME CEN'rERL1NE 1MWSECTiCN OF I O>:NULH S-rKEer ANP 915sy COURT. ELEVA 9 - 359.28' DATE m oft 4 z� o� >Z a ul m o o .az �G�NEER �R• Al 000 N3p�M W mu \ V o>>d, U U W S� �'Po Doi Z 'a M M U LTJ Z cZ ^o "' is ^ C7 Z 05 Z v.^v Q > ,l VA vY ^ .-. L1"JLrj J (_ 0 0 O / w` U �W�� �� Lu `✓ Y�y(00 ss ` = U LI] ^ Nm W 3 U- J CD z O s U E4 z W O 0 n O V) co QO Wp1=31 wW o Qoo w_ > '-' p WV) Li to of D E-4 Y co ^ 00 h�i Q ID �m Z (� Q I- 0 0 Q � Z o z O �. W Z (� W :;duj �UV) � Q W — Q L DESIGNER: JEM CHECKED BY: DGW DATE: 1/28/08 DRAFTER JEM SCALE: 1" = 30' COMP. NO: 1440100-SSSD-1 JOB NO.. 1440100 SHE T OF 1 9 t - 1,d -(,9a1 �. I r r-• Ir% —.—S— - PROPOSED SEWER — s - EXISTING SEWER -- o - PROPOSED RCP STORM -DRAIN - - fl - EXISTING STORM DRAIN Os - EXISTING SEWER MANHOLE ® - PROPOSED SEWER MANHOLE MANHOLE - EXISTING STORM DRAIN MANHOLE ® - PROPOSED STORM DRAIN MANHOLE :g - FIRE HYDRANT PER VAUGHN WATER CO. N - GATE VALVE PER VAUGHN WATER CO. 4 - TEE I -T - 90' ELBOW wh - 45° ELBOW ] - DIRECTION OF DRAINAGE SABLEWOOD DRIVE SEE SHEET 3R & 4R LEGEND (CONTI LEGEND (COUT © - EXISTING SEWER CLEANOUT G.V. - GATE VALVE RGJ RUBBER GASKETED JOINT INV. - PIPE INVERT ® - PROPOSED SEWER CLEANOUT RIM - TOP OF MANHOLE ELEVATION MH MANHOLE (ADJUST ALL MANHOLE RIMS TO AC PAVING) 90 - BLOW OFF/AIR RELEASE JUNCTION BOX SMH SEWER MANHOLE PVC - POLYVINYL CHLORIDE 14 - BLOCK AND PLUG STORM DRAIN MANHOLE EXIST EXISTING SSMH - SANITARY SEWER MANHOLE ] - STUB AND CAP SDMH - STORM DRAIN MANHOLE 36322 - EXISTING POWER POLE f - APPROXIMATE LENGTHS, CONTRACTOR SHALL VERIFY "--(281) - EXISTING CONTOUR H.P - HIGH POINT FF - FINISH FLOOR ELEVATION CL - CENTER LINE FP - FINISH PAD ELEVATION 2+00.00E - DIRECTION OF STATION LABEL G.B - GRADE BREAK 351. - DISTANCE LEFT OF CENTERLINE OF ROAD HGL - HYDRAULIC GRADE LINE 35R. - DISTANCE RIGHT OF CENTERLINE OF ROAD C.O.B. - CITY OF BAKERSFIELD PS 2+00.00E - STATION ALONG LENGTH OF PIPE OO - EXISTING STORM DRAIN MANHOLE TYPE "A" PER C.O.B. STD. D-14 (@ - PROPOSED STORM DRAIN MANHOLE Z CONSTRUCTION NOTES O INSTALL TYPE "A" STORM DRAIN/SEWER MANHOLE PER C.O.B. STD. NO. SW -2 INSTALL MANHOLE FRAME AND COVER PER C.O.B. STD. NO. SW -6 O2 CONSTRUCT TYPE "A" STANDARD CATCH BASIN PER C.O.B. STD. NO. D-14 (NOTE: DEPRESS ALL FLOWLINES 0.17', AS SHOWN ON PLANS) 0 INSTALL SEWER LATERAL MARKER PER C.Q.B. STD. NO. SW -1 INSTALL SEWER PIPE CONNECTION PER C.O.B. STD. NO. SW -7 ® CONSTRUCT OUTLET STRUCTURE PER aaa STD. NO. D-11 5� INSTALL SUMP PERIMETER FENCE PER C.O.B. STD. NO. D-12 © INSTALL STORM DRAIN WATER TREATMENT UNIT, CDS MODEL PMSU40_30, PER CDS DWG NO. 1 ON SHEET 9 O7 CAP 6" SEWER LINE 4' BEHIND ROW ® CAP STORM DRAIN FOR FUTURE USE i I l I I I I l' I 1 of I I I I I I I I i I i 366 364 362 360 358 356 354 352 350 tzL)1=NUALF` C;C)UHT Plan and Profile Scale: 1 " = 30' Horz. 1 " = 3' Vert. r - h . n W - - — -- -- --- - - - - - - --- - --- - - - -; --- GROU EDENDALE COURT - - -- - --- - -- - -- -- ---- -- - -. - - --- --- 4PROFIL DESIGNEDfLOWIJNENDPROFILE ALONGEXISTING� � - i� --- DESIGNED FLOWIJNEPROFILE- ------------ ----- - -, ----- -- -- - __--- 8U�� oa EMT o - C�C) r -- - --- - + -- -- - --- - ---- - - - - - - -- - -- -- - - --- - - - --- - ---- - ---- - — - -- - - - -- - - - - -- - - /� - - -- - - - - - -- -- - - - -- -- -- -- - -- - - ---- - - --- ----- ---- - - � ti` moo e'a 'a 9 t 395.00' OF 8" PVC SEWER (LINE _�2) -. - - -;- --- -- - - --- - - -- -- - � -- - --- -_ - ---- - _ _ - -- - �- - - -- -- --- - -- - - - - - --- - - - - --- - ---- - --- ' -- - - 211.92' OF 8" PVC- - - - - - -- - -------- -= - ---- ------ - - `r SEWER (UNE - 9+91OOE - - - -- - - -- - - ---- -r 24 STORM DRAIN � - -- ---- -- -- -- -- - - ---- ---- -� ---- --- -- , ----- --- ----- - - ---- --- - - - -- -- --- - - -- 4 -- - - - -- - - - - - -- ------ - -- � -- -�- -- - - -- --_ ----- -- ---- ---- ---------------------------- -- — --- ---- - - -- -- -- - 24" WV.=349.97N 10+00 11+00 12+00 13+00 14+00 15+00 EDENDALE COURT SEWER PROFILE 16+00 366 364 362 GRAPHIC SCALE 30 0 30 ( IN FEET ) HORIZONTAL 1 inch = 30 ft. VERTICAL 1 inch = 3 ft. LEGEND: CL ABBREVIATIONS CENTERLINE RCP REINFORCED CONCRETE PIPE RGJ RUBBER GASKETED JOINT INV INVERT SD STORM DRAIN MH MANHOLE CB CATCH BASIN JB JUNCTION BOX SMH SEWER MANHOLE SCO SEWER CLEANOUT SDMH STORM DRAIN MANHOLE EXIST EXISTING ELEV ELEVATION R/W RIGHT OF WAY 36322 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION CONSTRUCT SEWER PER CITY STANDARDS ® CONSTRUCT SEWER MANHOLE TYPE "A" PER C.O.B. STD. SW -4 ® CONSTRUCT SEWER CLEANOUT PER C.O.B. STD. S11-6. -- o CONSTRUCT STORM DRAIN PER CITY STANDARDS (D CONSTRUCT STORM DRAIN MANHOLE TYPE "A" PER C.O.B. STD. SW -4. �tr CONSTRUCT CATCH BASIN C CY TYPE "A" PER C.O.B. STD. D-14 ROGER A`iMNTOSH R.C.E. 33322 (EXP. 6/30/14) a ,I,.— �4x� 360 MA IAN P. SHAW R.C.E. 321788 (EXP. 12/31/14) 358 356 354 352 350 A9 — z,�—/3 DATE Tsar rn M M O Z 00 U it O ZLL-, Q=i w v00 r j W cD Q N v N JX W Y W O r7 N O I � N N. O a Z m $ o m O` Q mm m p 3 WX W � U } m S a 0 0 m�� �O a W O�J�Ovt�ZO 1, ■ O } m m a 0 0 m�� Cl) _J m a ■ O :3 QQ Z o p � Z LUI H moi' Z ac 0 N � Z v N z J C CY LLj Z O Lu < O F- C j V V ui 2 1 OC co W � b o W a M 0 N Y V W J � O � to = 5; U w N z Of �a- o� �N �m NO WW a rz L1jw -»- WW Of OfM W F_ Qin 01 t17 _ ao O z a 0 0 r Cl) _J m a ■ O :3 Z o p � Z LUI H moi' Z ac 0 N � Z v N J C CY Z O Lu < O F- C j CO V ui 2 1 OC co W � b a O W a M 0 N Y V W J � 4 m � W W N CD IL 0 ft � `Rew6 —.—s— - PROPOSED SEWER — s - EXISTING SEWER -- o - PROPOSED RCP STORM DRAIN - - - EXISTING STORM DRAIN ® - EXISTING SEWER MANHOLE ® - PROPOSED SEWER MANHOLE Q3 - EXISTING STORM DRAIN MANHOLE 0 - PROPOSED STORM DRAIN MANHOLE ii - FIRE HYDRANT PER VAUGHN WATER CO. H - GATE VALVE PER VAUGHN WATER CO. d - TEE Z - 90' ELBOW o - 45° ELBOW � - DIRECTION OF DRAINAGE LEGEND (CONT. LEGEND (CONT) © - EXISTING SEWER CLEANOUT G. V - GA TE VALVE ------- --- - ----} INV. - PIPE INVERT ® - PROPOSED SEWER CLEANOUT RIM - TOP OF MANHOLE ELEVATION Alm O4 - '� (ADJUST ALL MANHOLE RIMS TO AC PAVING) 90 - BLOW OFF/AIR RELEASE 1 9:& ` 0' N�14X ago: PVC - POLYVINYL CHLORIDE 4 - BLOCK AND PLUG Z 2-T o SSMH - SANITARY SEWER MANHOLE � - STUB AND CAP SDMH - STORM DRAIN MANHOLE `0-.3 - EXISTING POWER POLE f - APPROXIMATE LENGTHS, CONTRACTOR SHALL VERIFY —(281)--_ - EXISTING CONTOUR H.P - HIGH POINT FF - FINISH FLOOR ELEVATION CL - CENTER LINE FP - FINISH PAD ELEVATION 2+00. DOE - DIRECTION OF STATION LABEL G.B - GRADE BREAK 35L. - DISTANCE LEFT OF CENTERLINE OF ROAD HGL - HYDRAULIC GRADE LINE 35R. - DISTANCE RIGHT OF CENTERLINE OF ROAD C.O.B. - CITY OF BAKERSFIELD PS 2+00.00E - STATION ALONG LENGTH OF PIPE SEWER (UNE 4) ' X s - EXISTING STORM DRAIN MANHOLE EASING GROUND ALONG ® - PROPOSED STORM DRAIN MANHOLE � <� `gi CONSTRUCTION NOTES O INSTALL TYPE "A" STORM DRAIN/SEWER MANHOLE PER C.O.B. STD. NO. SW -2 INSTALL MANHOLE FRAME AND COVER PER C.O.B. STD. NO. SW -6 2O CONSTRUCT TYPE "A" STANDARD CATCH BASIN PER C.O.B. STD. NO. D-14 (NOTE DEPRESS ALL FLOWLINES 0.17', AS SHOWN ON PLANS) O3 INSTALL SEWER LATERAL MARKER PER C.O.B. STD. NO. SW -1 INSTALL SEWER PIPE CONNECTION PER C.O.B. STD. NO. SW -7 ® CONSTRUCT OUTLET STRUCTURE PER C.O.B. STD. No. D-11 5� INSTALL SUMP PERIMETER FENCE PER C.O.B. STD. NO. D-12 ® INSTALL STORM DRAIN WATER TREATMENT UNIT, CDS MODEL PMSU40-30, PER CDS DWG NO. 1 ON SHEET 9 O7 CAP 6" SEWER LINE 4' BEHIND ROW ® CAP STORM DRAIN FOR FUTURE USE REVISION -S APPROVED: -z4-13 DATE R.C.E. 33322 (EXP. 6/30/14) A"-�m i2L�� /IV %2q. /. MARIAN P. SAW DATE R.C.E. 32178 (EXP. 12/31/14) PAN GRAPHIC SCALE 0 15 30 i.IN FEET ) HORIZONTAL i inch - 30 & VERTICAL 1 inch = 3 ft. o FUTURE RIGHT OF n N c I FUTURE RIGHT OF WAY m ----------------- ------------- WAY--------- Ito mm V C • x x '1 ,• E 1 14+28B,'AV 2.21 LRM# -18N 2,211- x --N-0!40 SOAIN 2_- -_�` m D #� I _ _ _ _ RIM=35.43 =359.3018+80. 51 m m z2�1+3536N 221 TRACT BOUNDARY Rlr+il Z77�7F 22 SF Ee t o�!srtwcT - - --_ --_ e--- -- ----------------_ _-----------------------ee----------------------------------------------------------------------------------- - - >14ACT BOIMOAR R --�360.t 0 12+00 --------- - - — 1287.6fi' _ 13+00 - � `� x -D - -I-- - - - - - - -i-- - - - -}-- - - �- T»d' _ - - t&+0� p �' D �,r---------------- -(36G) - __ __ ------ -- ----- - ---- 15+6 . SEE PROFILE C' s1.33 ON SHEET 4.1R �� - i5+s272N 514------- --_ _-=-=-T_ ________________-__`_ - - c�0 1O WATER MAIN 10+OO." H `�' icy s $$ { ----------=- -- - - -__ _ __ _ _ -----+t-------______-- W ------ ~ RIM=359.86 it 1O' WATER MAIN 2 t8+70 5'R 18+ ___-_... - - - - - _ -------- - - - _ - ----- - - -------____- - - - --- L - - T --------- - - _ _ w X w ^PS t8+70.88N I f0+-----�� - _ tO' STORM DRAIN _-__ «.��-- _-6���.����«���� 358 _----------- - —` 0�0 t57; - -' M i R THE ---------------___-�----- w _ i 0 a r EASEMENT TO - 1 257? 36' r ORD w - -+--- -, L _ 8+9915 tAL MAP -�`�- SEE PROFILE 'A -- pp� \\ 1 I ` 35 2 r � r 1r rl <��21 ON SHEET 3R -------- 4' `� -- -- . _ ___ - ----------- I s = 9.1 _ �g6fhCATCH BAStNf ` 2 9.720 2� F358�6 43 SASAWM 2 t3+57 2 EDENDALE COURT 9 - MIRA SOL DRIVE t"35897, DF&%80 SEE SHEET 2R 1+1 SEE SHEET 5R & 6R - -' 8 SABLEWOOD DRIVE P1 on and Profile Scale: 1 " = 30' Horz. 1 " = 3' Vert. I 11161 a 1;j NO] 21 a E 0--gr-116 n-, 01EW C 0 R 0 DR Q V €ING 11 366 366 364 364 362 362 360 360 358 358 356 356 354 354 352 352 350 350 348 348 346 FUTURE R/W i N15 ------- --- - ----} ---------------- -O^r3m �r..Q m Alm O4 - '� 7 n - -- - + � °' 1 9:& ` 0' N�14X ago: ---- --------------------------------------------------- ---- Z 2-T o p � c r --------___ --------- ----------- --------- _. ._. i -18+811:870 1574 ---------. - ---= - ---- -- ------ PS 18+85.02N 10 2sx WATER MAIN ----- - - IL; INV.5355.83 ---- ---- -�x--- ------ --- � I c� LL- z - --5` - - ---- - N 8.28' OF 8' PVC SEWER (UNE 4) ' X s EASING GROUND ALONG s 18+80.870 15'R � <� `gi I _� N PS 18+85.02N -24 - STORM DRANIF - -- -- --- -- --- - - --- - - - - V� 24' rNV.=348.50W E 0--gr-116 n-, 01EW C 0 R 0 DR Q V €ING 11 366 366 364 364 362 362 360 360 358 358 356 356 354 354 352 352 350 350 348 348 346 FUTURE R/W N15 �r..Q m d ZLj '� 7 co 1 9:& ` 0' N�14X i Z 2-T o p mN V) m I LL- z N Q EASING GROUND ALONG W � <� `gi I _� N PROFILE V� z 0 W PIPEla Lu I ZC) DRAIN �� ui W o O a i CO) IL to C-6 Y = FINISH GROUND PROFILE HGL -AL4N� -_OF i > U STORM DRAIN PIPE - i i N Z s � �- 3 o , y� � i �8 24.94' OF 18' RCP i PIPES UNE j8- 10+00 STORM DRAIN PROFILE'A' rn a rn O Z o0 U 0: v O z LL. I Q J W U M 00Z N v N M w Y MQ W o c (41i N o IN, m I N IN, o � z o m o_ Q o m m o W 3 cc 3 Q W D U Z W N15 2 U m d ZLj '� co co Z W IL 2 U m '� co co Z o p V) m LL- z N Q W _� N V� z 0 W 0 Lu W ZC) W ui W o O CO) U to C-6 Y = o i > U W N Z Q �- o � m No 4, 4, as N N Lu-> Lu Lu a�lof �� W r a rn ,n v � o Z W IL 2 U r � '� co co Z o p 4 m LL- Z N Q _� N _ z 0 W 0 Lu W W ui W o O CO) U C-6 � m.. o i cr. M LEGEND LEGEND (CONTI LEGEND (CONT — s — - - PROPOSED SEWER © - EXISTING SEWER CLEANOUT G -V- - GATE VALVE s I - EXIS71NG SEWER 0 PROPOSED SEWER INV. - PIPE INVERT Z u N + + - CLEANOUT RIM - TOP OF MANHOLE ELEVATION -- o ��� ua ;_i - PROPOSED RCP STORM DRAIN - ---------------- - (ADJUST ALL MANHOLE RIMS TO AC PAVING) � 1 -------------—!i ® -BLOW OFF/AIR RELEASE �l --._ .. �__�_ -- ------------- ----- ------------ - EXISTING STORM DRAIN l PVC - POLYVINYL CHLORIDE -- ---------- rJs - EXISTING SEWER MANHOLE 4 - BLOCK AND PLUG SSMH - SANITARY SEWER MANHOLE ® -PROPOSED SEWER MANHOLE I -STUB AND CAP SDMH -STORM DRAIN MANHOLE 1 c0b -EXISTING POWER POLE t - APPROXIMATE LENGTHS, CONTRACTOR SHALL VERIFY o "i O - EXISTING STORM DRAIN MANHOLE ---(281) - EXISTING CONTOUR H.P - HIGH POINT he _j 0 - PROPOSED STORM DRAIN MANHOLE FF - FINISH FLOOR ELEVATION CL - CENTER LINE �V% - FIRE HYDRANT PER VAUGHN WATER CO. FP - FINISH PAD ELEVATION 2+00.00E - DIRECTION OF STATION LABEL G.B - GRADE BREAK 351. - DISTANCE LEFT OF CENTERLINE OF ROAD N - GATE VALVE PER VAUGHN WATER CO. HGL - HYDRAULIC GRADE LINE 35R. - DISTANCE RIGHT OF CENTERLINE OF ROAD 4 - TEE C.O.B. - CITY OF BAKERSFIELD PS 2+00.00E - STATION ALONG LENGTH OF PIPE a' - 90' ELBOW OO - EXISTING STORM DRAIN MANHOLE > f -A - 45' ELBOW O - PROPOSED STORM DRAIN MANHOLE -- - DIRECTION OF DRAINAGE W N CONSTRUCTION NOTES O INSTALL TYPE "A" STORM DRAIN/SEWER MANHOLE PER C.O.B. STD. NO. SW -2 INSTALL MANHOLE FRAME AND COVER PER C.O.B. STD- NO- SW -6 2O CONSTRUCT TYPE "A" STANDARD CATCH BASIN PER C.O.B. STD. NO. D-14 (NOTE. DEPRESS ALL FLOWLINES 0.17, AS SHOWN ON PLANS) O3 INSTALL SEWER LATERAL MARKER PER C.O.B. STD. NO. SW -1 INSTALL SEWER PIPE CONNECTION PER C.O.B. STD. NO. SW -7 ® CONSTRUCT OUTLET STRUCTURE PER C.O.B. STD. NO. D-11 O INSTALL SUMP PERIMETER FENCE PER C.O.B. STD. NO. D-12 ® INSTALL STORM DRAIN WATER TREATMENT UNIT, CDS MODEL PMSU40_30, PER CDS DWG NO. i ON SHEET 9 O CAP 6" SEWER LINE 4' BEHIND ROW ® CAP STORM DRAIN FOR FUTURE USE vLIMMI' 1 ROGER A'-U-cINTOSH R.C.E. 33322 (EXP. 6/30/14) 16_24 - DATE MARIAN P. SHAW R.C.E. 32178 (EXP. 12/31/14) DATE 1 GRAPHIC SCALE 31) 01111� ( IN FEET ) HORIZONTAL 1 inch = 30 ft. VERTICAL i inch = 3 ft. FUTURE RIGHT OF � I FUTURE RIGHT OFrnM WAY o c --------------------------- ------ WAY ----- C7 m 41 1%11,' SDMH----------------- ---------------------------------------------------- — _�__\` �'a z !3 RIM=359 30 221, �tD' j IS &`��• ao o 9+9jZ77E 22 -\ m rmn z 2�1+M3536N 221 - - - - - - - - TRACT BOLWDARY _ ----____. -__-,_--JJ0. ----------------------------------- ------------- ___�-- -- ---- ----_ TRacr 1287.66 ----------------- - - � � 1s+oo �' BOUl�1DARY Rt11=36Qi a o �---fl - - - }_. _ _� - - �.—�{360) -------- --------- ---- s- - - - ------ ----- d- 15+57.22N SSMH � � � s � s �� - _- ---- - _ ^' - 10" WATER MAIN 10+00.00E 15+82XIt 5720 Ci " c � -- -- SSUH L J I RIM=359.88 i iv —� !0 O 18+70 572 18+ - --- -- --_ - - - - - - _ _` t---- w --T�- ---- - -- --- - - - - 10 WATER MAIN 2 — Li.l 358 M P } 5.00& 1571 I 1O+ t ------ writ - - _----- — "``M --- - _ _ w 89 y� SSll�t i 3g 3m ------ a i EASEMENT DRAIN I ,- - - - - - 18+90. 2572 2 0 - - ORD THE Lu SEE PROFILE 'Ay - _ — - -- _ 1 1 ___ -� _ �\ _ U) ON SHEET 3R -- 3 - _ -AL MAP ----- - -_ ------------ __ _ i 4"�tAM- L CATCH BASIN F35�1 9- 721Y 60, [358 43 -- w� '� t� r .����� I -. � ` m EDENDALE COURTMIRA SOL DRIVE STORM DRAIN TO SUMP SEE SHEET 2 -- 8 SEE SHEET 5 & 6 SEE TO THE RIGHT SABLEWOOD DRIVE Plan and Profile Scale: 1 " = 30' Horz. 1 " = 3' Vert. � �7 364 --- -- --- - -- -- ------ -- i I N 362 - ------------ - - 1q I i u7 �f a 360 - -- -- ---- - - - --- - ----- i t 358 - - ... ----- .. 356 --------` - ------ ----- 354 -- - - 352 I I 350 -- ----a- 348 --- --- '- -- --ya a 2 346 - - I 344 ME 19 15+00 b� 0 v — - ---- — -- - DOW PROFAE_ALONG m¢¢ a I QL OF SA& M W MYE N Z Z u N + + V 2 j i ��� ua ;_i Lu - ---------------- - � O � 1 -------------—!i - --- - - -N ---- --- --- ----- - -- -EDGE-- -- -o-f �l --._ .. -------- -- ------------- ----- ------------ CM l -- ---------- -- - a- -----PAYEIIEN'f i- --- �ROFIF -- Z O O w V W - -- -- -- -- 7 - - — -- — I I i 197.74' OF 24" RCP PIPE (LINE #5) E 1 16+00 i 17+00 N --------- OR -r- - --- -- - ig �= ------ 4- ---- �t+ --- --------- f + - --- - --- , i + ` 1 ---- — NGL i r - s 1 i ----------------- ----- t , i -- -f -- — --- - I a3s -0.15 _ X t ' : 7r, - -- -- - -- j- - - --- -- --- �` X - --- -- --- - -- - ---- - --- ---- 1� IV 174.35' OF 24" RCP IPE (LINE #4) Gl Sr 254.48' OF 24" RCP PIPE (LINE 13) 18+00 19+00 20+00 21 + O0P0 SSS 33 No. SABLEWOO * Exp. 6 3 1 D DRIVE STORM DRAIN PROFILE IVA FOF CAOI GRAPHIC SCALE 0 is 30 IN FEET } HORIZONTAL 1 inch = 30 ft VERTICAL 1 inch = 3 ft. t 25 • I t r 3a i I Z c,4 i cS0 0 O D- -7-1— cam, -Q —OH — —1 - OH ODS I 6 11+076OE' 1071 DRAINAGE BASIN �QU - 3.67 AC. FT. DESIGN CAPACITY = 5.20 AC. FT. 4 SUMP BOTTOM - 347.28 1 fid-- — —OH — — 34.6.85 (3" RAW -360-45 � r (STORM DRAIN - - - EASEMENT TO BE 5 't ! RECORDED PER THE It FINAL MAP ii ils I 1 13 1 it �it � f ---- 10 I � 9 I III ! t I _ ,K__ 1124 F - F--- -- -- 8322 S.F. j 9425 S F. SABLEWOOD DRIVE SEE TO THE LEFT STORM DRAIN TO SUMP Plan and Profile Scole: 1 " = 30' Horz. 1 " = 3' Vert. I a .ao Pk �Z-- 0 Ci I I ENSTIYGI PROFILE aaNG -- - ----- -- - a OF STORM ORAMt PSE - -- - --- --- - - -- - --- - - -- - -- ----- -- - ------------------ ------------- I 3 ! 3512 -8 - ------------------- i , , 1 HGL 1 i I i - --- --- 4- 0. - ---- - ------ ------------- JG �k�► ---�0 - - --- - --_------ k-- -------- ti -BTM OF SI1MP= I -t 41X 347.28 -- -- - --- --- --- ---- — - ---- - --- - -- -- - - - k- - - --- 101.91' OF 24' 1;0--PIPE-(UNE -- -- - - --- ---- -- - --- -- -- - - i -- --- ---- - -- --- - a - --- --- - ---- ---� --- -- --- - PIPE {LINE #1) ------------------------ i 00 STORM DRAIN TO SUMP PROFILE 0) O M M F- O Q U O v Z LL 1 Q J W U M GO 30� Lu _ cn O a v N Cr Lal Y Q m /NEER � b� 0 v (� u M M M > J z m¢¢ J 5 z AcCL 0 v t CV) m¢¢ J J Z 0 Lu 0p Lu � O � 1 LL Z CM N z W Z O O w V W C c LuZ 1 � m W 7 o "i z o he _j `d O L Y > W N z of w f- Q J � f� r d .N- �m 0 (n U ofof W W �0- > > w w .of Qf w ~ rn 0 c� z AcCL 0 v t CV) J J Z 0 Lu 0p Lu � O � 1 LL Z CM N W Z O O w V W C c w 1 � m W 7 o "i o vaW he _j `d � cc 'd' m 0 LEGEND N LEGEND (CONTI LEGEND CONT — S r 04 - PROPOSED SEWER © - EXISTING SEWER CLEANOUT G.V. - GATE VALVE — - o CL - EXISTING SEWER SEWER INV - PIPE INVERT :3 2 -PROPOSED CLEANOUT RIM - TOP OF MANHOLE ELEVATION - - p G � - PROPOSED RCP STORM DRAIN (ADJUST ALL MANHOLE RIMS TO AC PAVING) LLI N H > ® - BLOW OFF/AIR RELEASE - - D e SEM -EXISTING STORM DRAIN - CO CD PVC - POLYVINYL CHLORIDE d - EXISTING SEWER MANHOLE - BLOCK AND PLUG SSMH - SANITARY SEWER MANHOLE ® -PROPOSED SEWER MANHOLE ] -STUB AND CAP SDMH -STORM DRAIN MANHOLE Z 0 1.38' CLEARANCE 0.0.— �, - EXtSiING POWER POLE t - APPROXIMATE LENGTHS, CONTRACTOR SHALL VERIFY Q - EXISTING STORM DRAIN MANHOLE —(281)- EXISTING CONTOUR H.P - HIGH POINT ry 0 - PROPOSED STORM DRAIN MANHOLE FF - FINISH FLOOR ELEVATION CL - CENTER LINE -- 2 r RCP - FIRE HYDRANT PER VAUGHN WATER CO. FP - FINISH PAD ELEVATION 2+00.00E - DIRECTION OF STATION LABEL EXTENDING EAS; 57.0' G.B - GRADE BREAK 351. - DISTANCE LEFT OF CENTERLINE OF ROAD :2-3% H - GATE VALVE PER VAUGHN WATER CO. HGL - HYDRAULIC GRADE LINE 35R. - DISTANCE RIGHT OF CENTERLINE OF ROAD 4 - TEE C.O.B. - CITY OF BAKERSFIELD PS 2+00.00E - STATION ALONG LENGTH OF PIPE O 1-T - 90• ELBOW OO - EXISTING STORM DRAIN MANHOLE 3So Al - 45' ELBOW O - PROPOSED STORM DRAIN MANHOLE Cn 8 - DIRECTION OF DRAINAGE 364 362 360 358 356 354 352 350 348 346 344 13' 01 Et t 221 ts+os�a - x3 RIM=35 .43 1359 ---- ,�(J------------ - -�--- - - - _X 14+00- - p :E PROFlIE C , � N N SHEET 4.1R��a ' go 10' WATER MAIN FUTURE RIGHT OF ------- WAY CONSTRUCTION NOTES 1O INSTALL TYPE "A" STORM DRAIN/SEWER MANHOLE PER C.O.B. STD. NO. SW -2 INSTALL MANHOLE FRAME AND COVER PER C.O.B. STD. NO. SW -6 20 CONSTRUCT TYPE "A" STANDARD CATCH BASIN PER C.O.B. STD. NO. D-14 (NOTE. DEPRESS ALL FLOWLINES 0.17', AS SHOWN ON PLANS) O3 INSTALL SEWER LATERAL MARKER PER C.O.B. STD. NO. SW -1 INSTALL SEWER PIPE CONNECTION PER C.O.B. STD. NO. SW -7 �4 CONSTRUCT OUTLET STRUCTURE PER C.O.B. STD. NO. D-11 50 INSTALL SUMP PERIMETER FENCE PER C.O.B. STD. NO. D-12 © INSTALL STORM DRAIN WATER TREATMENT UNIT, CDS MODEL PMSU40-30, PER CDS DWG NO. 1 ON SHEET 9 Q7 CAP 6" SEWER LINE 4' BEHIND ROW ® CAP STORM DRAIN FOR FUTURE USE i �� w _I _. _ _ U) GRAPHIC SCALE --" LLL 30 0 15 30 - w - -` LTJ _ s ( IN FEET ) HORIZONTAL 1 inch = 30 ft. VERTICAL 1 inch = 3 ft. EDENDALE COURT SEE SHEET 2 PI an and Profile Scale: 1 " = 30' Horz. 1 " = X Vert. 1+ --- ---- - - --- ; --- -- -- - - ms N N Z N N ^ N ZE+ a t x� : — —...—. mc;E i'AVE11!]�tt" t'R0f7tE r I , -------- ---- ----- - -- - -- -947X- � --- - : y - - - - - -- - -- --- - - y ti : iso . ,v - _- -- - --- -- �s��? 39g� -- -- ---- --- - ----- - - — --- -- ------------- ----- - -- - --- -- - - - --- --- - -- --_ -- ---- j --- - -yam' .S -- --- Ir 80.35 -OF 24" RCP PIPE (UNE j6) 197.74' OF 24" RCP PIPE (UNE #5) i4+uu 15+00 16+00 17+00 SABLEWOOD DRIVE STORM DRAIN PROFILE J64 362 360 358 356 354 352 350 348 346 344 D 36,e 361, 36( 35f 356 354 35� 356 348 346 344 R&AW" ROCER' A. McINTOSH R.C.E. 33322 (EXP. 6/30/14) MARIAN R SHAW R.C.E. 32178 (EXP. 12/31/14) A m STORM DRAIN PROFILE'C' 364 362 360 358 356 354 352 350 348 346 344 ©-24-13 DATE DATE 1 Q RECOF- PRA%A11# N EXISTING j N o r� �2 r 04 0 cZ., z$° -----'- PROFOFRE ALONG f- OF STORM ---DRAIN-PIPE- RAIN-PIP€it Oat J o CL m :3 2 Z o H G � � � Ha -1 LLI N H > O e SEM V - CO CD Z R d CM H L7 _� N Z W Z 0 1.38' CLEARANCE 0.0.— W O.taX d ca i w ry W Cr. OF PIPES 0 -- 2 r RCP Wvi N EXTENDING EAS; 57.0' m :2-3% �d O °'�y�`•� 3s I 3So Al Cn 8 Y > 73.59' OF 18' RCP PIPE TUNE #-l) f A m STORM DRAIN PROFILE'C' 364 362 360 358 356 354 352 350 348 346 344 ©-24-13 DATE DATE 1 Q RECOF- PRA%A11# z M I r 04 c-1 MM J o CL m :3 2 Z z M IL 2 v r 04 m :3 2 Z o H G � � � � LLI N H > O V - CO CD Z R d CM H L7 _� N Z W Z 0 W V W d ca i w ry W Cr. ((j 3 0 U) Wvi N Y U 6 15-6 e m z �d O Cn Y > U W N Z H Q� J F- CL F m O N W �a W W W M •`� W `- c t2 o� 0o z IL 2 v r 04 m :3 2 Z o H G � � � � LLI N H > O V - CO CD Z R d CM H L7 _� N W Z 0 W V W d ca i w ry W Cr. ((j 3 0 C O Wvi N Y U 6 15-6 e m �d LEGEND LEGEND (CONT] LEGEND (CON]a CONSTRUCTION NOTES N — s - PROPOSED SEWER © - EXISTING SEWER CLEANOUT G. V, - GATE VALVE 10 INSTALL TYPE "A" STORM DRAIN/SEWER MANHOLE PER C.O.B. STD. NO. SW -2 R E ION - AP P R 0 V s — EXISTING SEWER INV. — PIPE IN INSTALL MANHOLE FRAME AND COVER PER C.O.B. STD. NO. SW -6 PROPOSED SEWER CLEANOUT RIM — TOP OF MANHOLE ELEVATION -- o —PROPOSED RCP STORM DRAIN 20 CONSTRUCT TYPE "A" STANDARD CATCH BASIN PER C.O.B. STD. NO. 0-14 z (ADJUST ALL MANHOLE RIMS TO AC PAVING) D—EXISTING STORM DRAIN ED — BLOW OFF/AIR RELEASE PVC — POLYVINYL CHLORIDE (NOTE. DEPRESS ALL FLOWLINES 0.17', AS SHOWN ON PLANS) z — BLOCK AND PLUG �3 INSTALL SEWER LATERAL MARKER PER C.O.B. STD. NO. SW -1 V w fl — EXISTING SEWER MANHOLE SSMH —SANITARY SEWER MANHOLE RO R A.MbINTOSH DATE - STUB AND CAP SDMH - STORM DRAIN MANHOLE INSTALL SEWER PIPE CONNECTION PER C.O.B. STD. NO. SW -7 R.C.E. 33322 (EXP. 6/30/14) ® - PROPOSED SEWER MANHOLE c0o - EXISTING POWER POLE JVR t - APPROXIMATE LENGTHS, CONTRACTOR SHALL VERIFY ® CONSTRUCT OUTLET STRUCTURE PER C.O.B. STD. NO. D-11 CD ® - EXISTING STORM DRAIN MANHOLE --(281) - EXISTING CONTOUR H.P - HIGH POINT Ujz 0 - PROPOSED STORM DRAIN MANHOLE FF -FINISH FLOOR ELEVATION CL - CENTER LINE O5 INSTALL SUMP PERIMETER FENCE PER C.O.B. STD. N0. D-12 GRAPHIC SCALE ®i -FIRE HYDRANT PER VAUGHN WATER CO. FP - FINISH PAD ELEVATION 2+00.00E - DIRECTION OF STATION LABEL © INSTALL STORM DRAIN WATER TREATMENT UNIT, CDS MODEL PMSU40-3Q 30 0 30 a V tiYo G.B -GRADE BREAK 351. -DISTANCE LEFT OF CENTERLINE OF ROAD PER CDS DWG N0. 1 ON SHEET 9 ( IN FEET) M IAN P. SHAW DATE J H - GATE VALVE PER VAUGHN WATER CO. HGL - HYDRAULIC GRADE LINE 35R. - DISTANCE RIGHT OF CENTERLINE OF ROAD O7 CAP 6" SEWER LINE 4' BEHIND ROW HORIZONTAL 1 inch = 30 ft. C.E. 32178 (EXP. 12/31/14) a FI -TEE C.O.B. - CITY OF BAKERSFIELD PS 2+00.00E - STATION ALONG LENGTH OF PIPE VERTICAL 1 inch = 3 ft. IS- 90' ELBOW @- EXISTING STORM DRAIN MANHOLE ® CAP STORM DRAIN FOR FUTURE USE - 45' ELBOW ® - PROPOSED STORM DRAIN MANHOLE - DIRECTION OF DRAINAGE 1 III—Ar-11 366 364 362 360 358 356 354 352 350 348 97 F2 00. 2,&1 ! 18+85 d � X358.86 5 L 4 4' 1u 18+70.88N silo ,1 RM1=358. J f I ' I � i ' { I I i 1 SABLEWOOD DRIVE SEE SHEET 3 & 4 a :-------------- I i I i ; I I i ! I --- nri Ari � I 1 - --- --- + I + I �D I h (362) r. ! I-----r----`�----------- ��- � `c � ^ //.�� N + I + I X I tC M I Of 2' -�------ - ---- --_ -- - —_- _ - / �I Y ( I 4 - — ----------------------- ' ------------- _ - f - MIRA SOL DRIVE L ---___ C _ _ _ _ 1 f j i 7 - i 1 � M Pan and Profile Scale: 1" = 30' Horz. 1 " = 3' Vert. +01. jX& 13.2 -i---- -�� 17+04.55E 1=361.05 I J -06 4) 1 ( J J JJ J J 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 MIRA SOL DRIVE SEWER PROFILE . s7 364 362 360 358 356 354 352 350 348 RECOR-10D 07 m fn v M M ] J Q ZW V O •1r• Ramll Q 11 � II 9 12 Z Ili ��` --- - — ,-�.�.... i�-�•-�+�:._ �lA���►���� ` - - �� t� • r��• r _� --- ���:."'.. t . +�..ria�i� — ■tel\Iilllll�� _ �,� ������ � ;',�1•� �� f 11i�1■�,I �� __-====-'�'��.�`-`-_,_,,.� ------------- _ - f - MIRA SOL DRIVE L ---___ C _ _ _ _ 1 f j i 7 - i 1 � M Pan and Profile Scale: 1" = 30' Horz. 1 " = 3' Vert. +01. jX& 13.2 -i---- -�� 17+04.55E 1=361.05 I J -06 4) 1 ( J J JJ J J 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 MIRA SOL DRIVE SEWER PROFILE . s7 364 362 360 358 356 354 352 350 348 RECOR-10D } 07 m fn v M M ] J Q ZW V O d{ Q } 07 m d{ Q Q Z CD z CD o WIZ J H Q � � F � N H M O N ofof W W a W to N >> W W Of M N] W � coo o� LEGEND o 06 ao LEGEND (C LEGEND (CONT) — s ----- - PROPOSED SEWERc0 - EXISTING SEWER CLEANOUT G.V. - GATE VALVE s - - EXISTING SEWER ® PROPOSED INV. - PIPE INVERT ---------------------------- - SEWER CLEANOUT RIM - TOP OF MANHOLE ELEVATION - - o - PROPOSED RCP STORM DRAIN (ADJUST ALL MANHOLE RIMS TO AC PAVING) - --- - --- - - — - - - ----- ® -BLOW OFF/AIR RELEASE 8 SEVER MAIN - 8 INV.=354 49 -- -- D - EXISTING STORM DRAIN PVC - POLYVINYL CHLORIDE {s - EXISTING SEWER MANHOLE 4 - BLOCK AND PLUG SSMH - SANITARY SEWER MANHOLE ® -PROPOSED SEWER MANHOLE I - STUB AND CAP SDMH - STORM DRAIN MANHOLE Mj - EXISTING POWER POLE t - APPROXIMATE LENGTHS, CONTRACTOR SHALL VERIFY QD - EXIS71NG STORM DRAIN MANHOLE —(281)— - EXIS71NG CONTOUR H.P - HIGH POINT ® - PROPOSED STORM DRAIN MANHOLE FF- FINISH FLOOR ELEVATION CL - CENTER LINE - FIRE HYDRANT PER VAUGHN WATER CO. FP - FINISH PAD ELEVA77ON 2+00.00E - DIRECTION OF STATION LABEL G.B - GRADE BREAK 351. - DISTANCE LEFT OF CENTERLINE OF ROAD --------__--_- ----- ---- N - GATE VALVE PER VAUGHN WATER CO. NGL - HYDRAULIC GRADE LINE 35R. - DISTANCE RIGHT OF CENTERLINE OF ROAD 15.86' OF 18" RCP �I - TEE C.O.B. - CITY OF BAKERSFIELD PS 2+00.00E - STATION ALONG LENGTH OF PIPE PIPE (UNE #11) � - 90' ELBOW OO - EXISTING STORM DRAIN MANHOLE i - 45' ELBOW - PROPOSED STORM DRAIN MANHOLE o - DIRECTION OF DRAINAGE - A 368 366 364 362 360 358 356 354 352 350 348 346 344 SABLEWOOD DRIVE SEE SHEET 3R & 4R CONSTRUCTION NOTES 1U INSTALL TYPE "A" STORM DRAIN/SEWER MANHOLE PER C.O.B. STD. NO. SW -2 INSTALL MANHOLE FRAME AND COVER PER C.O.B. STD. NO. SW -6 O2 CONSTRUCT TYPE "A" STANDARD CATCH BASIN PER C.O.B. STD. NO. D-14 (NOTE: DEPRESS ALL FLOWLINES 0.17', AS SHOWN ON PLANS) 0 INSTALL SEWER LATERAL MARKER PER C.O.B. STD. NO. SW -1 INSTALL SEWER PIPE CONNECTION PER C.O.B. STD. NO. SW -7 ® CONSTRUCT OUTLET STRUCTURE PER C.O.B. STD. NO. D-11 O INSTALL SUMP PERIMETER FENCE PER C.O.B. STD. NO. D-12 © INSTALL STORM DRAIN WATER TREATMENT UNIT, CDS MODEL PMSU40-30, PER CDS DWG NO. 1 ON SHEET 9 Q CAP 6" SEWER UNE 4' BEHIND ROW �8 CAP STORM DRAIN FOR FUTURE USE Pion and Profile Scale: 1 " = 30' Horz. 1 " = 3' Vert. 7 GRAPHIC SCALE 30 0 30 ( IN FEET ) HORIZONTAL 1 inch = 30 ft. VERTICAL 1 inch = 3 ft. _-------------- = N1�:� 00 w l uu 1 1--uu 1/-tuu 1.)+uu 14+00 15+00 16+00 17+00 MIRA SOL DRIVE STORM DRAIN PROFILE 368 366 364 362 360 358 356 354 352 350 348 346 344 t-�- -- ,� -- -34.--- - 1 10'_f 15' -.5 2T �- - EXISTING GROUND Z'o o 06 ao -- i -_PROFILE_ALONG - - - ��- ----- --------- f OF STORM DRAIN PIPE z win N ----------------- --------------- -- - � � 01v Day �P ---------------------------- STORM DRAIN PIPE 10+00 STORM DRAIN PROFILE'13'. RUGER A. McTNTOSH v R.C.E. 33322 (EXP. 6/30/14) J: DATE R.C.E. 32178 (EXP. 12/31/14) r1� 04-28',l( \SER � mm / HGL-/ N w MM M I J _> FINISH GROUND PROFILE ----------------- --------------- -- - � � 01v Day �P STORM DRAIN PIPE 10+2&00_F 0'R - --- - --- - - — - - - ----- -- - -- --- -- 8 SEVER MAIN - 8 INV.=354 49 -- -- Z • a i �• f - may`-------- i -�---------'------------ _.j --------__--_- ----- ---- '- ----- ---- _ __ -- 15.86' OF 18" RCP 31.M OF 18" RCP ------ --------------- PIPE (UNE #11) PIPE (UNE 110) i 10+00 STORM DRAIN PROFILE'13'. RUGER A. McTNTOSH v R.C.E. 33322 (EXP. 6/30/14) J: DATE R.C.E. 32178 (EXP. 12/31/14) r1� 04-28',l( \SER � mm / b� N w MM M I J _> J U mQ¢ Q 0 cy d a of z , � � 01v Day �P } mm mQ¢ Z V z o wNz J F- Q � oF- F - �N Lu F- ofof LU w a- a- LULu W W M N] W �- Ott 0 mo o2 1 r—^rL ir% LLULINU LEGEND (CONT) _ s - PROPOSED SEWER G.V. - GATE VALVE - EXISTING SEWER D - PROPOSED RCP STORM DRAIN a - EXISTING STORM DRAIN d - EXISTING SEWER MANHOLE ® - PROPOSED SEWER MANHOLE 0 - EXISTING STORM DRAIN MANHOLE ® - PROPOSED STORM DRAIN MANHOLE -STUB AND CAP - FIRE HYDRANT PER VAUGHN WATER CO. H - GATE VALVE PER VAUGHN WATER CO. d - TEE Is - 90' ELBOW t-� - 45' ELBOW CL - CENTER LINE - DIRECTION OF DRAINAGE LL -j L.J Z ILLJ `A (LJ ) 2 SF 360 36, 36, 36: 36( 356 356 354 352 350 348 346 LEGEND (CONTE LEGEND (CONT) © - EXISTING SEWER CLEANOUT G.V. - GATE VALVE ® - PROPOSED SEWER CLEANOUT INV. - PIPE INVERT RIM - TOP OF MANHOLE ELEVATION ® - BLOW OFF/AIR RELEASE (ADJUST ALL MANHOLE RIMS TO AC PAVING) - BLOCK AND PLUG PVC - POLYVINYL CHLORIDE C; Z SSMH - SANITARY SEWER MANHOLE p : -STUB AND CAP SDMH -STORM DRAIN MANHOLE EXISTING POWER POLE i - APPROXIMATE LENGTHS, CONTRACTOR SHALL VERIFY --(280-- - EXISTING CONTOUR H.P - HIGH POINT FF - FINISH FLOOR ELEVATION CL - CENTER LINE FP - FINISH PAD ELEVATION 2+00.00E - DIRECTION OF STATION LABEL G.B - GRADE BREAK 35L. - DISTANCE LEFT OF CENTERLINE OF ROAD NGL - HYDRAULIC GRADE LINE 35R. - DISTANCE RIGHT OF CENTERLINE OF ROAD C.O.B. - CITY OF BAKERSFIELD PS 2+00.00E - STATION ALONG LENGTH OF PIPE oO - EXISTING STORM DRAIN MANHOLE m ® - PROPOSED STORM DRAIN MANHOLE 196 CONSTRUCTION NOTES O INSTALL TYPE "A" STORM DRAIN/SEWER MANHOLE PER C.O.B. STD. NO. SW -2 INSTALL MANHOLE FRAME AND COVER PER C.O.B. STD. NO. SW -6 2O CONSTRUCT TYPE "A" STANDARD CATCH BASIN PER C.O.B. STD. NO. D-14 (NOTE; DEPRESS ALL FLOWLINES 0.17', AS SHOWN ON PLANS) O3 INSTALL SEWER LATERAL MARKER PER C.O.B. STD. NO. SW -1 INSTALL SEWER PIPE CONNECTION PER C.O.B. STD. NO. SW -7 ® CONSTRUCT OUTLET STRUCTURE PER C.O.B. STD. NO. D-11 5Q INSTALL SUMP PERIMETER FENCE PER C.O.B. STD. NO. D-12 © INSTALL STORM DRAIN WATER TREATMENT UNIT, CDS MODEL PMSU40-30, PER CDS DWG NO. 1 ON SHEET 9 O7 CAP 6" SEWER LINE 4' BEHIND ROW ® CAP STORM DRAIN FOR FUTURE USE--�" pop, l I furl 11111) I 1 tJl11C Scale: I" = 30' Horz. 1 " = 3' Vert. GRAPHIC SCALE ' — r 30 0 30 j{ IN FEET ) t HORIZONTAL 1 inch = 30 ft. a VERTICAL 1 inch = 3 ft. s ' -0H 4�t67t � i ALLEN ROAD -- - /-Irw 22+00 23+00 MIRA SOL DRIVE SEWER PROFILE 368 366 R • M 362 358 356 354 352 350 348 346 24+00 d4-Zr-1; 0 M M V O Z U- J W U00 M 30� OL - (o .. N w W Y ry.4� W z � � IL 2 v r N m J m -_� C; Z o F- p : � N < z O L J V = N Z F- cc Cs --j N WZ F- O a m V� V W i W W I ((j I w g s` o M IL W0W � N Y � m � z U _ � v w N z li J H CL oF F- �- C, N m (n U �a W W »- W W rr, W Q C3,Ca u) O z IL 2 v r N W co J m -_� C; Z o F- p : � N N z O L J V = N Z cc Cs --j N WZ F- O 0 H- m V� V W i W W I ((j I � s` o M IL W0W � N Y � m � W 6 . LEGEND s - PROPOSED SEWER s - EXISTING SEWER -- o - PROPOSED RCP STORM DRAIN D - EXISTING STORM DRAIN Q - EXIS71NC SEWER MANHOLE ® - PROPOSED SEWER MANHOLE 0 - EXISTING STORM DRAIN MANHOLE ® - PROPOSED STORM DRAIN MANHOLE - FIRE HYDRANT PER VAUGHN WATER CO. Y N - GATE VALVE PER VAUGHN WATER CO. - TEE 13 - 90° ELBOW - 45° ELBOW - DIRECTION F DRAINAGE t i f I s i r + i t i t t 1 � i t tt i! 2 +t ----------- ii lir----- -- j II 368 366 364 362 360 358 356 354 352 350 348 346 344 17+00 LEGEND (CONT) LEGEND (CONT} CONSTRUCTION NOTES 2.y O - EXISTING SEWER CLEANOUT G.V. -GATE VALVE 1� INSTALL TYPE "A" STORM DRAIN/SEWER MANHOLE PER C.O.B. STD. N0. SW -2 - PIPE INVERT INSTALL MANHOLE FRAME AND COVER PER C.O.B. STD. N0. SW -6 ® -PROPOSED SEWER CLEANOUT RIM -TOP OF MANHOLE ELEVATION (ADJUST ALL MANHOLE RIMS TO AC PAVING) 0 CONSTRUCT TYPE "A" STANDARD CATCH BASIN PER C.O.B. STD. NO. D-14 ® - BLOW OFF/AIR RELEASE (NOTE: DEPRESS ALL FLOWLINES 0.17', AS SHOWN ON PLANS) w N ' d r 1: f 1 6962 Q3 INSTALL SEWER LATERAL MARKER PER C.O.B. STD. NO. SW -1 INSTALL SEWER PIPE CONNECTION PER C.O.B. STD. NO. SW -7 ® CONSTRUCT OUTLET STRUCTURE PER C.O.B. STD. NO. D-11 O INSTALL SUMP PERIMETER FENCE PER C.O.B. STD. NO. D-12 6� INSTALL STORM DRAIN WATER TREATMENT UNIT, CDS MODEL PMSU40-30, PER CDS DWG NO. 1 ON SHEET 9 Q7 CAP 6" SEWER LINE 4' BEHIND ROW ® CAP STORM DRAIN FOR FUTURE USE Plan and Pro fil e Scale: 1 " = 30' Horz. 1 " = 3' Vert. R.C.E. 33322 (EXP. 6/30/14) MARIAN P. SHW R.C.E. 32178 (EXP. 12/31/14) f O 15 � O W %J I J j QI I 3+65 7E � } III II 1 d d ch I f —OH I 1 ALLEN ROAD �fl — 0.,f'(3 DATE 19+00 MIRA 60• XIII XZ, 20+00 IVE STORM DRAIN PROFILE 21+00 22+00 23+00 s 364 362 360 m 356 354 352 350 346 344 24+00 GRAPHIC SCALE 30 0 30 ( IN FEET ) HORIZONTAL 1 inch = 30 ft. VERTICAL 1 inch = 3 ft. 04 -28'-t Flo. 1 0 R,o rn 0 M M U Z 00 Z OL Q J W00 Ca} M � r O LL -03 o (/)v N w W Y Q m - BLOCK AND PLUG PVC - POLYVINYL CHLORIDE N SSMH - SANITARY SEWER MANHOLE l -STUB AND CAP SDMH -STORM DRAIN MANHOLE `� -EXISTING POWER POLE f - APPROXIMATE LENGTHS, CONTRACTOR SHALL VERIFY ---(281) - EXIS17NG CONTOUR H.P - HIGH POINT FF- FINISH FLOOR ELEVATION CL - CENTER LINE FP - FINISH PAD ELEVATION 2+00.00E - DIREC17ON OF STATION LABEL G.B - GRADE BREAK 351. - DISTANCE LEFT OF CENTERLINE OF ROAD HGL - HYDRAULIC GRADE LINE 35R. - DISTANCE RIGHT OF CENTERLINE OF ROAD C.O.B. - CITY OF BAKERSFIELD PS 2+00.00E - STATION ALONG LENGTH OF PIPE 00 - EXISTING STORM DRAIN MANHOLE 0 - PROPOSED STORM DRAIN MANHOLE ' d r 1: f 1 6962 Q3 INSTALL SEWER LATERAL MARKER PER C.O.B. STD. NO. SW -1 INSTALL SEWER PIPE CONNECTION PER C.O.B. STD. NO. SW -7 ® CONSTRUCT OUTLET STRUCTURE PER C.O.B. STD. NO. D-11 O INSTALL SUMP PERIMETER FENCE PER C.O.B. STD. NO. D-12 6� INSTALL STORM DRAIN WATER TREATMENT UNIT, CDS MODEL PMSU40-30, PER CDS DWG NO. 1 ON SHEET 9 Q7 CAP 6" SEWER LINE 4' BEHIND ROW ® CAP STORM DRAIN FOR FUTURE USE Plan and Pro fil e Scale: 1 " = 30' Horz. 1 " = 3' Vert. R.C.E. 33322 (EXP. 6/30/14) MARIAN P. SHW R.C.E. 32178 (EXP. 12/31/14) f O 15 � O W %J I J j QI I 3+65 7E � } III II 1 d d ch I f —OH I 1 ALLEN ROAD �fl — 0.,f'(3 DATE 19+00 MIRA 60• XIII XZ, 20+00 IVE STORM DRAIN PROFILE 21+00 22+00 23+00 s 364 362 360 m 356 354 352 350 346 344 24+00 GRAPHIC SCALE 30 0 30 ( IN FEET ) HORIZONTAL 1 inch = 30 ft. VERTICAL 1 inch = 3 ft. 04 -28'-t Flo. 1 0 R,o rn 0 M M U Z 00 Z OL Q J W00 Ca} M � r O LL -03 o (/)v N w W Y Q m LiiF- N V r Q V Co J_ m _ LiiF- 2 a 0 V r Co J_ m _ -.� Z o Lu LD uj > F- F - N '- J (n :z z v N F— 0 LLJV � o O 1.. o Lu LU i ry a Lu � 09 Lu 0 W � N o � � � m o (n Y S > W N Z HJ Q Q. 0 F- � N �m En� elf Of W W a- CL WW W W M r2 W Q CnC3 z - u7 Co o� 2 a 0 V r Co J_ m _ -.� Z o Lu LD uj > z N '- J (n Z v N F— 0 J � o O 1.. o Lu LU i ry a Lu � 09 Lu 0 W � N Y V � � � m o ,.?- 6W CONCRETE TOP CAP FIBERGLASS INLET ELEV. VIEW (SEE SHEET 3) FLOW II INLET PIPE 8'-0" ID CONC. MH, (9'-6" ❑D) 2400 MH FRAME AND COVER OnDOnanDD -rrr� / ❑00000000 ODD OD ODOD rr-F -rr rrrr Dn DD OOD -rrrr rrWn � — / r -f i DDaaoD❑ (3,9 DDDDODDD D°°°°D°° 00°°Do0000D000000000000 °°°°°°0°°00DDDDDO00°0000 00000 / OIL BAFFLE 4ELEV. VIEW (SEE SHEET 3) - STORM — DRAIN OUTLET PIPE 30`0 MH FRAME AND COVER CDS MODEL PMSU40-30 - 4.5 CFS CAPACITY STORM WATER TREATMENT UNIT 1'1k DATE ® TM DRAWN TECHNOLOGIES APPROV, PATENTED PMSU Product Specifications MINIMUM SUMP STORAGE CAPACITIES (CU YARDS) SCALE 1.=3, SHEET 1 Oil and Grease Removal Unless otherwise specified, all PMSU units will be equipped with a conventional oil baffle to capture and retain oil and grease and Total Petroleum Hydrocarbons (TPH) pollutants as they are transported through the storm drain system during dry weather (gross spills) and wet weather flows. The conventional oil baffle within a unit assures satisfactory oil and grease removal from typical urban storm water runoff. Additionally, the storm water filtration unit shall have the following gross oil storage capacities: MINIMUM OIL STORAGE CAPACITIES (GALLONS) PMIU PMSU CDS UNIT: 20_15 20_15_4 20_15 20_20 20_25 30_20 30_30 40_30 40_40 VOLUME 0.7 0.7 1.4 1.4 1.4 2.0 2.0 5.5 5.5 Oil and Grease Removal Unless otherwise specified, all PMSU units will be equipped with a conventional oil baffle to capture and retain oil and grease and Total Petroleum Hydrocarbons (TPH) pollutants as they are transported through the storm drain system during dry weather (gross spills) and wet weather flows. The conventional oil baffle within a unit assures satisfactory oil and grease removal from typical urban storm water runoff. Additionally, the storm water filtration unit shall have the following gross oil storage capacities: MINIMUM OIL STORAGE CAPACITIES (GALLONS) The CDS PMSU water filtration treatment units shall also be capable of receiving and retaining the addition of Oil Sorbents within their separation chambers. The addition of the oil sorbents can ensure the permanent removal of 80% to 90% of the free oil and grease from the storm water runoff. The addition of sorbents enables increased oil and grease capture efficiencies beyond that obtainable by conventional oil baffle systems. Sorbent material shall be added in accordance with the "USE OF OIL SORBENTS" specifications provided by CDS Technologies. }" zC TECHNOLOGIES RISER SECTIONS NOTE: FLOW BYPASS WEIR TO SCREEN, SUMP BE SET NO 24"0 & 30'0 MH ' ACCESSHIGHER THAN TOP COVER & FRAME I ( OF OUTLET PIPE. FINISHED GROUT OR USE GRADE GRADE EL, RINGS AS NECESSARY 85 r 1 361. 12" » FINISHED GRADE TO INVERT PIPE INVERT EL, 349.10 2e RCP 4215" 4.0'0 }L 24" RCP SCREEN INLET 24- CUTLET PIPE PIPE 12" SEPARATION SLAB SUMP (SEE SHEET 3) 3 u OPENING SUMP r I E LEVATI 0 N VIEW CDS MODEL PMSU40-30 - 4.5 CFS CAPACITY STORM WATER TREATMENT UNIT 4��1►'��,� PMIU PMSU CDS UNIT: 20_15 20_15_4 20_15 20_20 20_25 1 30_20 30_30 4030 40_40 VOLUME, 3 APPROV. TECHNOLOGIES 2.0 3.0 4.5 6.0 PATENTED (314) WITH 70 50 100 130 140 175 250 495 615 BAFFLE The CDS PMSU water filtration treatment units shall also be capable of receiving and retaining the addition of Oil Sorbents within their separation chambers. The addition of the oil sorbents can ensure the permanent removal of 80% to 90% of the free oil and grease from the storm water runoff. The addition of sorbents enables increased oil and grease capture efficiencies beyond that obtainable by conventional oil baffle systems. Sorbent material shall be added in accordance with the "USE OF OIL SORBENTS" specifications provided by CDS Technologies. }" zC TECHNOLOGIES RISER SECTIONS NOTE: FLOW BYPASS WEIR TO SCREEN, SUMP BE SET NO 24"0 & 30'0 MH ' ACCESSHIGHER THAN TOP COVER & FRAME I ( OF OUTLET PIPE. FINISHED GROUT OR USE GRADE GRADE EL, RINGS AS NECESSARY 85 r 1 361. 12" » FINISHED GRADE TO INVERT PIPE INVERT EL, 349.10 2e RCP 4215" 4.0'0 }L 24" RCP SCREEN INLET 24- CUTLET PIPE PIPE 12" SEPARATION SLAB SUMP (SEE SHEET 3) 3 u OPENING SUMP r I E LEVATI 0 N VIEW CDS MODEL PMSU40-30 - 4.5 CFS CAPACITY STORM WATER TREATMENT UNIT 4��1►'��,� PMIU PMSU DATE SCALE TM 20_20 20_25 DRAWN SHEET 40_30 40_40 TREATMENT FLOW, CFS 0.7 3 APPROV. TECHNOLOGIES 2.0 3.0 4.5 6.0 PATENTED (314) (314) (493) (718) PMSU Product Specifications Materials Design for CDS® Unit Manufacture Concrete: Storm water filtration treatment units shall be structurally designed and manufactured from materials per ASTM C478 — 88a "Standard Specification for Precast Reinforced Concrete Manhole Sections". Concrete shall adhere to ASTM specifications C33, C39, andC150. Reinforcement shall consist of wire and/or deformed and plain billet -steel Bars conforming to ASTM Designation A82, A185, A496 A497 or A615. Fiberglass: (For these components only: riser, inlet, outlet & oil baffle) CDS® components manufactured from fiberglass shall be per national Bureau of Standards PS -15. The unit shall be coated with isophalic polyester gelcoat and hand laid up of 4 layers 2 oz. mat and 24 oz. bi-directional woven fabric using polyester 1 to 1 isophalic resin for excellent chemical resistance and toughness. 3/8 inch laminated lay up schedule for fiberglass unit shall be achieved by these minimum manufacturing procedures. Clean and wax the molds. Apply polyester isophalic gelcoat to the mold, this provides blister resistance. Allow to dry. Then using isophalic polyester resin to wet the individual layers of mat and the 24 oz. bi-directional woven fabric, hand lay up the 4 layers of 2 oz. mat and fabric on the mold. Cure 8 to 16 hrs. until completely dry before demolding. The parts are then cleaned and smoothed, if needed, of any rough edges and to provide a clean product. Hardware: The separation screen shall be fabricated from stainless steel conforming to AISI Designation A316L. Support structure shall be fabricated from stainless steel conforming to AISI Designation A316L. Fasteners used to install the screen shall be A316 stainless steel. The access cover for the unit shall be designed to withstand 150 pounds per square foot pedestrian loading, or designed for direct traffic loading if so noted on the Drawings, and shall provide an access hatch of the dimensions shown on the Drawings. The cover may be fabricated from either aluminum or steel depending on application. If the access cover is to be fabricated of cast iron, all materials shall conform to ASTM Designation 48-30. If the access cover is to be fabricated of aluminum, aluminum welding and stainless steel bolts shall be used for assembly. If the access cover is to be fabricated of steel, the assembly shall be hot dipped galvanized in accordance with ASTM designations A123 & A525. Galvanizing shall be performed after fabrication. Nuts, bolts & washers shall be galvanized in conformance with ASTM Designation A153. D-7 "CDS TECHNOLOGIC -5 PRECAST MANHOLE "INLINE" Continuous Deflective Separation Unit Product Specifications (Note: The following specifications are applicable for the CDS Model PMIU20 15, PMSU20 15, PMSU20 15 4, PMSU20 20, PMSU20 25, PMSU30 20, PMSU30 30, PMSU4030, & PMSU40 40 units) The Contractor shall install a precast stormwater filtration treatment unit in accordance with the notes and details shown on the Drawings and in conformance with these Specifications. The precast stormwater filtration treatment unit shall be a continuous deflective separator (CDS°) unit, model PMIU or PMSU as manufactured by CDS Technologies, Inc., 16360 Monterey Road, Suite 250, Morgan Hill, CA 95037. CDS Technologies® may be reached by telephone at (888) 535-7559. Storm Water Filtration Treatment Unit Design Hydraulic Treatment Capacity and Separation Screen Design: The CDS storm water filtration treatment unit shall have a minimum treatment flow capacity as indicated below. This treatment capacity shall be achieved without any flow bypassing the overflow weir of the treatment unit. MINIMUM TREATMENT FLOW CAPACITIES., Storm Water Filtration Treatment Unit Structure and Design: If required, the structure shall be designed to withstand H2O traffic and earth loadings to be experienced during the life of the installation. The storm water filtration treatment units shall be furnished with the following minimum sump capacities for the storage of sediments, organic solids, and other settleable trash and debris. d ,£J��cT�i� 1iti4211�i, i D-5 qr TECHNOLOGIES PMIU PMSU CDS UNITS: 20_15 20_15-4 & 20_15 20_20 20_25 30_20 30_30 40_30 40_40 TREATMENT FLOW, CFS 0.7 0.7 1.1 1.6 2.0 3.0 4.5 6.0 GPM (314) (314) (493) (718) (897) (1,346) (2,020) (2,693) Storm Water Filtration Treatment Unit Structure and Design: If required, the structure shall be designed to withstand H2O traffic and earth loadings to be experienced during the life of the installation. The storm water filtration treatment units shall be furnished with the following minimum sump capacities for the storage of sediments, organic solids, and other settleable trash and debris. d ,£J��cT�i� 1iti4211�i, i D-5 qr TECHNOLOGIES m 0 U) 1.1 0 0 Z G�N�ER 'k in Z L(') 5 V o cJ O U U w Q �s��321 g WL*r> 401, .0m U�Nc� I L12 , e %%�"„ I Ij pW O O C' /2, z Z ` N o > 17V) Z z r-, a [� Lj J Q �--,z Cn 7 V 4M � � 09�� it o U 7 Y Z V00WYwk LIJ3 n 00 U. w 3 C) U 7 Z i= J Alf V) Z O 1 H Z wofo 0 � nn M � W OU � o L0 Z Da = v LIJ a a Q o 0 w wof w Of .. �A w co h�--' Uj A o Q 4- w co Z 62 Z N co J W F- �- 0 � � Z 0:Z U W Z W � J 48 C) U <C F-- w ClLLJ - w-�� GO DESIGNER: JEM CHECKED BY: DGW DATE: 1/28/08 DRAFTER JEM SCALE: 1" = 30' COMP, NO: 1440100-SSSD-1 JOB NO.: 1440100 SHEET OF 9 9