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ASPHALT FA Vf MEN T N) t�� (p --x 4�-- 0 0 -1 F9 FINISH GRADE - co M ;0 LP EDGE OF FA WMEN T __v_ EXIS77NG 7RAFT-IC SIGN Tc TOP OF CURB I I fL fZOKINE I I fF RNISHED FLOOR I I fp FINISHED PAD 7p TOP OF PA kEMEN T G8 GRADE BREAK (REC) RECORD INFORMATION Comm COMUUNIC4 71ON ________ � _ _� -------- -. EXIS77NG STORM DRAIN LINE -.- _­ ,_ _ __ 11 EXISTING FIBER OP77C LINE ______ r_ --------- EXISTING WATER LINE 1-1 _� - - ___ ___ - __ EXISTING SEWER LINE . . 11 - . . ­ EXISTING GAS LINE ___ .. ... __ '< ­ - - , EXISTING FENCELINE ------- , -, �- ___ _____ _. " ­ EXIS77NG ELECTRIC LINE _______ - � -1 __ ­_ --..- - EXISTING OVERHEAD ELEC7RIC LINE , - - - __ _­ __ , - - - - EXIS77NG PROPERTY LINE - - - — - - - EXISTING RIGHT -OF -WAY - -------------------- ________ __ - EXIS77NG CURB & GUTTER BENCHMARK TOP OF CONCRETE MONUMENT 211.40' WEST OF THE CENTERLINE INTERSECTION OF VALLEWIEW DRIVE AND UPLAND POINT DRIVE. ELEVATION = 77588' (USGS DATUM) BASIS OF BEARINGS THE BEARING OF NOO*25'3J't ALONG THE CENTERLINE OF UPLAND POINT DRIVE BETWEEN THE PC AND Ci MONUMENT AT THE CUL -DE -SAC. LEGAL DESCRIPTION LOTS 2 THRU 11 OF TRACT NO, 6310 NOTE PARCELS 2 THRU 11 HAVE BEEN SUBMITTED FOR A PARCEL MAP WAIVER NO. 14-0455. X I ( f . I I I i I . I L11 I / I .. 5.1 1 / I ', • / I j i � / , 94 1 70.63 FP : I I H � / e y ,, '4� I eb 1� I , I 1�11_ 0 ,bt)- : I � 1 1: �� � b. I I -1 0� -_�>_ �G I 11 It, 11, , , 164.24 .,_0 - I /�, r6 N ,��f : --'\ I /, I I 41 /� 4KN , 8.15 Tc � I r2 I I i 11 . ....... --- ­ J r � 6 1 '7Z. I - i 91 I I U, . -- L w -I.,,--- ----- - W — W — W — x , _�__," ..... / ..... . ..768- j i 11 1___' ,/. 1)6 - 71 W - 6 1 4.04 1 1 �) ,�,,.�&jl - 61.23 ----,J-bl .76 4 1 � . � ,X�_ __ZZ .­­[­­. . ....... . ..... '_1 .. . ... — .3 � "I 61Jq i / / III, - __ - - I --I FL " / , � �- ,,�- �_> I - I I ___ - __ - I - - � - - / �, . I I i I I I I , , I � " - - ' '-6 - 5� %—. 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MA#V X SIALL 6- DOUBLE &RECTO? 000 VAL O Ic NLOVS MOOTED MWA *7H TAARD? / { ' / I ,1 SWAW AND COVOWT 70 NAW HSTALL FM H)VRANT P& Dvcw sm W-6 / /' / / 3 All uu)) If A / / 6E) C are. 3- / / ''t � + +s ,Y i 1 � � \—(E) G kl� (L) A 7ER Y�Tspk-�,`!� 4r* Nk_ AA; H '?/,, jo SIX 40.,PW PC&,f, 80, y d�i 4 00 8� C 4 ?Q ?CATER I/E TEfil_ 6WNA16' W4TfR VALVE IVIV &N\\ 5 "MITY R45-FR 75C'. tV All ........... . .......... — ST LA40 fiV, I 7y tit i',PMN AMOWR UTILITY _L . . . ..... S� A4 Ss ' ss if TER RL f _T I? -------------- tt o ft if if fl fa ji if tf fl ti tt if it li If ff ti If If if If if I I if It 11 fr fl it ii ff if ON-517F CITY OF BAKERSRELD WA 7FR DEPARTMENT FIRE WATER NOTES• t FIRE WATER SER14CES SHALL CONFORM TO NFP. CHAPTER 13 SPECIRCA 77ONS AND SHALL BE INSPECIED BY CITY OF BAKERSRELD WATER RESOURCES DEPARTMENT INCLUDING ALL PIPING, KICKERS, CONNECTIONS FROM THE CITY WATER MAIN TO THE BUILDING, INCLUDING INE RISER. 2. ALL ANGLE POINTS WILL HAVE CONCRETE KICKERS AS PER CITY WATER STANDARDS, J. F.D.C. WILL EE A MAXIMUM DISTANCE OF (10) 7FIV FEET FROM FLOWLINE OF CURB AND GUT7FR AND 153 FEET MAXIMUM DIS•NCE FROM A PUBLIC FIRE HYDRANT 4. FIRE SER14CE SHALL NOT PAZ THROUGH ANY F0077NOS. 5. ANY FLOOR OR WALL PENETRA 77ONS SHALL BE SLEEVED AND INCLUDE A fZEXIBLE MATERIAL WITHIN THE ANNULAR SPACE I6. RISER INTO EUEDING SHALL BE A STAINLESS STEEL ONE PIECE UNIT WTHIN THE BUILDING F007PRINT AND SHALL MAINTAINS A ONE FOOT CLEARANCE MINIMUM FROM ALL WALLS RISER SHALL 7FRMINA,,T 18' A80W RNI-W FLOOR ELEVATION. 7 FIRE SERVICE ShAU BE VOWV TO PASS A 200 PSI 2HR TEST DOCUMENTED BY CITY OF BAKERSFIELD HA 7D? RESOURCES 8 A CIVIL ENGINEER SET OF PLANS SHALL BE SUBMITTED To qTY OF BAKERSFIELD WATER V, RE-SOURCES FOR RENEW RE, CLEARLY REFLECTING THE ABOVE CRITERIA PLANS I AND 90VA 7V SHALL BE SUBMI170 To qTy OF BAKERSFIELD WRIER RESOURCES WTH PRIOR FIRE DEPARTMENT APPROVAL afARLYINDICATED. Off- S1 7E ENCSO WATER NOTES - 1 THE WATER FACIElflES TO BE DEDICATED TO THE E.N.C.S.D. SHALL BE CONSTRUCTED IN STANDARD SPECIFICATIONS. ACCORDANCE WITH THE EN.CSD. SM 1 2 THE E N C SJ SHALL BE NO 17RED AT LEAST TWO (2) WORKING DAYS PRIOR TO START OF CONSNUC770N. MiPHOAF (661) 871-2011. J WATER MAINS SHALL BE INSTALLED 6 FEET FROM THE CURB FACE UNLESS OTHERWISE INDICATED ON -HE PLANS ALL WATER SERVICES SHALL BE METERED, 4. WORK IN THE STALE OF CALIFORNIA, COUNTY OF KERN OR CITY OF BAKERSFIELD RIGHTS -OF -WAY -WALL BE DONE IN ACCORDANCE W7H THE APPROPRIA 7E ENCROACHMENT PERM /IS 5 THE WATER 3YSIEW INCLUDING LA17ERALS, SHALL BE HYDROSTATIC TESTED, AFIER ALL UNDERGROUND J7XII7ES ARE CONSTRUCTED, AND PRIOR TO PLACING STREET PAVEMENT 6. ALL WATER ME7DYS AND MM BOXES SHALL BE APPROVED BY THE DISTRICT AND SHALL BE DELIVERED 0 THE EN.CSD. OFFICE. 7 ALL VAL WS -WALL BE RANGE CONNECTED To nnms 8. ALL WATER LINES SHALL HAW A MINIMUM COVER OF 36 INCHES. 9. FIRE HYDRAh'IS .SHALL BE APPROVED BY THE CITY OF BAKERSFIELD FIRE DEPARTMENT 10. ALL FIRE UVIES SHALL BE AVSPEC70 AND APPROVED BY THE CITY OF BAKERSFIELD FIRE DEPARTMENT, lt ALL WA 7D? ONES STALL BE DISNFEC70 AND 7FS7FD ACCORDING 70 7HE EN.CSD. STANDARDS 12. ALL BACKFZOW DEWCES -WALL BE APPROVED BY THE KERN COUNTY HEALTH DEPARTMENT 1J. WRAP ALL fVMS RT77NGS IN PLASTIC PER EN.CSD. STANDARD SPECIRCARONS. 14. ALL POST INDICATOR VALVES (PTV) SHALL HAVE TAMPER SWITCH AND CONDUIT RUN o TO ALARM SYSTM. 15. SUBMIT M4I,1UFAC7VR6V5 PRODUCT DATA FOR PRODUCTS TO BE USED. 16. INSTALL CH.iYSTY N -16 RILL BOXES AT 250' SPACING FOR ALARM CONDUIT ....... ... 18" MAX 12" MIN. PVC PIPE SLEEVE THROUGH FLOOR --I-- WITH 2" MIN. ANNULAR SPACE U 'EAST NILES COMMUNITY SERVICES DISTRICT THIS GAP WITH DIRT AGGREGATES OR APPROVED EQUAL. ANY MA TERIA L EXCEPT FOAM SPRAY.) BUILDING WALL STANDARD WEIGHT STEEL TEE, STANDARD WATER METER 1" MIN. --P k 6-',4. "TY q U.TIL I Rl,�c P� D3 Ill-Iit FIN. GRADE 11-111— 1EI =111EIII ��l I El I y ER-1 UTIjIT I% Ji-CO&M, UT,,L/T'piSERS ;v CORROSION-RESISTANT SFANDARD WEIGHT STEEL PIPE, STAINLESS STEEL RISER 6' P"I.-F COMPACTED EARTH 11— III —III II- III —III— Ed I M CONCRETE THRUST BLOCK -III= R=-,, I I PER DETAIL W-2 FLOW tt o ft if if fl fa ji if tf fl ti tt if it li If ff ti If If if If if I I if It 11 fr fl it ii ff if ON-517F CITY OF BAKERSRELD WA 7FR DEPARTMENT FIRE WATER NOTES• t FIRE WATER SER14CES SHALL CONFORM TO NFP. CHAPTER 13 SPECIRCA 77ONS AND SHALL BE INSPECIED BY CITY OF BAKERSRELD WATER RESOURCES DEPARTMENT INCLUDING ALL PIPING, KICKERS, CONNECTIONS FROM THE CITY WATER MAIN TO THE BUILDING, INCLUDING INE RISER. 2. ALL ANGLE POINTS WILL HAVE CONCRETE KICKERS AS PER CITY WATER STANDARDS, J. F.D.C. WILL EE A MAXIMUM DISTANCE OF (10) 7FIV FEET FROM FLOWLINE OF CURB AND GUT7FR AND 153 FEET MAXIMUM DIS•NCE FROM A PUBLIC FIRE HYDRANT 4. FIRE SER14CE SHALL NOT PAZ THROUGH ANY F0077NOS. 5. ANY FLOOR OR WALL PENETRA 77ONS SHALL BE SLEEVED AND INCLUDE A fZEXIBLE MATERIAL WITHIN THE ANNULAR SPACE I6. RISER INTO EUEDING SHALL BE A STAINLESS STEEL ONE PIECE UNIT WTHIN THE BUILDING F007PRINT AND SHALL MAINTAINS A ONE FOOT CLEARANCE MINIMUM FROM ALL WALLS RISER SHALL 7FRMINA,,T 18' A80W RNI-W FLOOR ELEVATION. 7 FIRE SERVICE ShAU BE VOWV TO PASS A 200 PSI 2HR TEST DOCUMENTED BY CITY OF BAKERSFIELD HA 7D? RESOURCES 8 A CIVIL ENGINEER SET OF PLANS SHALL BE SUBMITTED To qTY OF BAKERSFIELD WATER V, RE-SOURCES FOR RENEW RE, CLEARLY REFLECTING THE ABOVE CRITERIA PLANS I AND 90VA 7V SHALL BE SUBMI170 To qTy OF BAKERSFIELD WRIER RESOURCES WTH PRIOR FIRE DEPARTMENT APPROVAL afARLYINDICATED. Off- S1 7E ENCSO WATER NOTES - 1 THE WATER FACIElflES TO BE DEDICATED TO THE E.N.C.S.D. SHALL BE CONSTRUCTED IN STANDARD SPECIFICATIONS. ACCORDANCE WITH THE EN.CSD. SM 1 2 THE E N C SJ SHALL BE NO 17RED AT LEAST TWO (2) WORKING DAYS PRIOR TO START OF CONSNUC770N. MiPHOAF (661) 871-2011. J WATER MAINS SHALL BE INSTALLED 6 FEET FROM THE CURB FACE UNLESS OTHERWISE INDICATED ON -HE PLANS ALL WATER SERVICES SHALL BE METERED, 4. WORK IN THE STALE OF CALIFORNIA, COUNTY OF KERN OR CITY OF BAKERSFIELD RIGHTS -OF -WAY -WALL BE DONE IN ACCORDANCE W7H THE APPROPRIA 7E ENCROACHMENT PERM /IS 5 THE WATER 3YSIEW INCLUDING LA17ERALS, SHALL BE HYDROSTATIC TESTED, AFIER ALL UNDERGROUND J7XII7ES ARE CONSTRUCTED, AND PRIOR TO PLACING STREET PAVEMENT 6. ALL WATER ME7DYS AND MM BOXES SHALL BE APPROVED BY THE DISTRICT AND SHALL BE DELIVERED 0 THE EN.CSD. OFFICE. 7 ALL VAL WS -WALL BE RANGE CONNECTED To nnms 8. ALL WATER LINES SHALL HAW A MINIMUM COVER OF 36 INCHES. 9. FIRE HYDRAh'IS .SHALL BE APPROVED BY THE CITY OF BAKERSFIELD FIRE DEPARTMENT 10. ALL FIRE UVIES SHALL BE AVSPEC70 AND APPROVED BY THE CITY OF BAKERSFIELD FIRE DEPARTMENT, lt ALL WA 7D? ONES STALL BE DISNFEC70 AND 7FS7FD ACCORDING 70 7HE EN.CSD. STANDARDS 12. ALL BACKFZOW DEWCES -WALL BE APPROVED BY THE KERN COUNTY HEALTH DEPARTMENT 1J. WRAP ALL fVMS RT77NGS IN PLASTIC PER EN.CSD. STANDARD SPECIRCARONS. 14. ALL POST INDICATOR VALVES (PTV) SHALL HAVE TAMPER SWITCH AND CONDUIT RUN o TO ALARM SYSTM. 15. SUBMIT M4I,1UFAC7VR6V5 PRODUCT DATA FOR PRODUCTS TO BE USED. 16. INSTALL CH.iYSTY N -16 RILL BOXES AT 250' SPACING FOR ALARM CONDUIT ....... ... 18" MAX 12" MIN. PVC PIPE SLEEVE THROUGH FLOOR --I-- WITH 2" MIN. ANNULAR SPACE TYP. ALL AROUND. (NOTE: DO NOT FILL 'EAST NILES COMMUNITY SERVICES DISTRICT THIS GAP WITH DIRT AGGREGATES OR APPROVED EQUAL. ANY MA TERIA L EXCEPT FOAM SPRAY.) BUILDING WALL STANDARD WEIGHT STEEL TEE, STANDARD WATER METER 1" MIN. FLG.x FLG.x FLG. FLOOR LINE 03 FLANGE D3 Ill-Iit FIN. GRADE 11-111— 1EI =111EIII ��l I El I -tl'm E_HT -n FirTi i 1=1 I 1_=1 I 1=_1 I 1_=1 I 1--i II -III Z 4-11 IE�l FOUNDATION UL LISTED, SINGLE PIECE ;v CORROSION-RESISTANT SFANDARD WEIGHT STEEL PIPE, STAINLESS STEEL RISER I�j IN) COMPACTED EARTH 11— III —III II- III —III— Ed I M CONCRETE THRUST BLOCK -III= R=-,, I I PER DETAIL W-2 FLOW GATE VALVE, FLANGED FOR Y — 00 00 — — — — — of- I III- III III III III III.. -III -1 - - -III- - PIPE SLEEVE -1 WITH FLEXIBLE SEALED ENDS WATER RESOURCES DEPARTMENT CITY OF BAKERSFIELD, CALIFORNIA UNDER FOUNDATION RISER DETAIL APPROVED: 0 LATE No. STANDARD WEIGffr STEEL 90' W -19 REV. 9-16-14 MANAGER - WATER RESOURCES DEPARTMENT DATE C3 ' CITY OF WATER RESOURCES PLATE W-19 12* MIN. RM (7)P) 30*,MAX* 11 1= 1�-1 I El I IE-:: _-HI 1_1 11 12' OF NA 77 VE COMPACTED =1 I 1= =1 !Ei I IH H- I S TO 9011.1 61, T 77-7, ��,�,_ - – I FDIRECTION OF FLOW . .... .. . METALLIC PIPE 1061/77FIER TAPE - - i ATIVE COMPACTED TO 903• q < .PVC OR PIPE; FLG £[[ IZOD COWLING ADAPT6R DOUBLE DETECTOR CHECK ASSEMBLY 6" To 9, WILKINS MODEL 350DAOUTDOOR HORIZONTAL INSTALLATION ON- COHESIVE SAND BACKRLL w: FOR PVC & HOPE PIPES. 2' MIN. 14 13 PROJ CnIT 4 ON-SITE PVC/HDPE TRENCH DETAIL C3 22 23 4 LLEGE' AVE. NILES ST 25 27 2 zl INSTALL THRUST BLOCK IF IN LINE CONDITION 2 CONDITION 3 VALVE, IS JSED. (CONDMON 6) 36 CONDITION, I (ANGLE = 90') (ANGLE = 45') (OUTLET OR FIRE HYDRANT) BRADACE LNI c A VICINI TY MAP NO SCALE CONQITIQU 4 CONDITION 5 CONDMON 6 UTILITY NOTE (END CAP) (MAINLINE CROSS) (MAINLINE TEE) NOT ALL UTIL177ES WERE LOCATED BY THIS SURVEY AND SWANSON 6'-6" MIN- EPDXY COATED ENGINEERING, INC ASSUMES NO RESPONSIBILITY FOR UNDERGROUND FROM END OF LINE CONDITION 4- J4 RLBAR— U17LI17ES OR FACIL177ES NOT SHOWN OR FOR INFORAM77ON OBTAINED FROM OUTSIDE SOURCES CONDFION 4— LEGAL DESCRIPTION LL ANCHOR_FOa IN LINE LOTS 2 THRU 11 OF TR4CTN0. 6310 12" Y&VES OR LARGE ff CONDITON 5 (CROSS) CONDITION 6 (TEE) APN CROSS QR TEE AT END OE LINE THRUST BLOCK BEARING AREA IN SQ, FT. APIV 434-173-2 THRU 11 PIPE CONDITION SIZE j27.3 4 5 1 6 6" 5.0 7,0 4�O 5,0 3.5 EACH 1 3.5 EACH 8"_ 8.5 12,0 6T-T5- 6.0 EACH 6,0 EACH BENCHMARK 10' 113.0 18.5 ',G.O T-30- 9. TOP OF CONCRETE MONUMENT 211.40' WEST OF THE CENTERUNE 12' 18.5 26,' '4.0 18.5 13.0 EACH 113.0 EACH INTERSECTION OF VALLDWEW DRAIE AND UPLAND POINT DRIVE BASED ON 1500 P.S.R, ZOO P,SJ. TEST PROCEDURE 9 NOTES: ELEVATION 775.88' (0117Y OF BAKERSFIELD DATUM) 1. SIZE THRUST BLOCK ACCORDING TO THE LARGEST OUTLE DIAMETER ON TEE OR CROSS. 2� ALL THRUST BLOCK BEARING FACES SHALL HE POURED AGAINST BASIS OF BEARINGS- 4 UNDISTURBED SOIL OR APPROVED COMPACTED MATERIAL CONDITION 2 1 SEE spEcinccATjoNs FOR CONCRETE REQUIREMENTS. FIRE HYDRANT THE BEARING CrNOO75'331E ALONG THE CENTERLINE OF UPLAND _- POINT DRIVE Br7WEEN THE PC AND CL MONUMENT AT THE CUL-DE-SAC, EAST NILES COMMUNITY SERVICES DISTRICT TYPICAL THRUST BLOCK DETAILS LEGEND. SHEET NO. DATE DRAWN DATE REVISION 04/02 W-11 EXIS77NG FIRE HYDRANT TYPICAL THRUST BLOCK DETAIL 0_ EXIS77NG POWER POLE C3 MI @__0 EXIS77NG STREET LIGHT 0 FOUND MONUMENT __w_ EXIS77NG (RAMC SIGN EXIS77NG STORM DRAIN LINE EXIS77NG FIBER OP77C LINE EXIS77NG WATER LINE N EXIS77NG SEWER LINE EXIS77NG GAS LINE ........................... EXIS77NG fENCELINE 'E EXIS77NG ELECTRIC LINE IE EXIS77NG OVERHEAD ELEC7RIC LINE EXIS77NG PROPERTY LINE EXIS77NG RIGHT -OF -WAY N SCALE: 1" 20' 120 10 0 20 40 16 ii if lj W—W 867 5F 1w, w if 6- C9W 150 PW 7E VALISE 5 PIPE 3 PIPE DA DIA. 1-6, 9r f (2) raN I I D1\ 1 m n/ 1 1*­0" TO MAIN MIN. SECTION " �A N.T.S. WWI MATERIAL U SLOPE TO DIS-RIC7 MIN EXISTING MAIN SECTION 10 COMPOUND METER W/ PLAE ENGINEERING, INC. STRAINER, INVENSYS OR i 'EAST NILES COMMUNITY SERVICES DISTRICT 55 11 APPROVED EQUAL. R TS STANDARD WEIGHT STEEL TEE, STANDARD WATER METER FLG.x FLG.x FLG. TbiiE DRAWN 3/02 03 FLANGE D3 0 STANDARD WEIGHT STEEL PPE, w FLG.x PE ;v -05 SFANDARD WEIGHT STEEL PIPE, CD I�j IN) FLG.x FLG. -D 06 NON -SHRINK GROUT 0 (D GATE VALVE, FLANGED FOR Y =r 00 00 SERVICE, FOR 4- THRU 10" CD SERVICE USE FLANGED cx) CD BUTTERFLY VALVE OB GATE VALVE, FLANGED Vr'/ HAND WHEEL 0 09 STANDARD WEIGffr STEEL 90' 6ENG, FLG,x FLG. 910 A;Z�IER, FLG.. RT 11 CAST IRON TFE WITH FLANGED 3 0 OUTLET 02 =S "A" CONCRETE SUPPORTS BLIND FLANGE POLYVINYL CHLORIDE PIPE, CLASS 15D FOR 4" THRU 8", 4' Ian: rOR 3" SERVICE, IN ADJUSTABLE PPE SUPPORT, GRINNELL OR EQUAL, NOTE: ALL STEEL PIPE SHALL BE FUSION BONDED EPDXY LINED AND COATED, 1007 SOLID THERMOSEUING, SLOPE TO DIS-RIC7 MIN EXISTING MAIN SECTION N. LS. N ENGINEERING, INC. (02014 'EAST NILES COMMUNITY SERVICES DISTRICT 55 11 JOB#— 14-020 R TS CD STANDARD WATER METER C) TbiiE DRAWN 3/02 SHEET NO. W-5 9: DATE REVISION �0 (0 (E) WOOD APPROVED BY: TY T 5 U " IL (E) OAS Ub`b iy Uq'L'7 RlSk y R/ k,. if E E�� UT EAST NILES COMMUNITY SERVICES DISTRICT: APPROVED B Y • CITY OF BAKERSFIELD WATER DA 7F- RESOURCES DEPT &6 -0j if (T) 6' U11111,50AVP Y WAD.[ "` CITY ACKNOWLEDGEMENT OF WA 7FR PLANS FOR CONSTRUC77ON AND (E) MASONRY Y1411---:17 APPROVAL OF PLANS BY SIONA 7URE DOES NOT ABROGATE CITY WRITTEN PRESIDENT Of 71E BOARD OF DIRECTORS GLORIA M. DOMINGUEZ SPECIRCA LIONS BY OMISSION OR MISIN 7ERFRETA 77ON AUTHOR /ZED Cl TY INSPECTORS OR AGENTS MAY REQUIRE CHANGES IN PLANS BEFORE CERTIFICATION AND ACCEPTANCE IN ORDER TO COMPLY WTH STANDARD /-i a SPECIFICA (IONS GENERAL MAN46& 77MO THY P. RUIZ •N 893'55'37" E IF) S 89'55'33" W — -- — -- — -- — -- 186.30' 756 155 99 232,90' 155 96 DISTRICT ENGIjIaR JOSHUA T NORD l­ 171� M n -n ;r,! 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R SE-5 �E SWANSON N ; L �i ENGINEERING, INC. ©2014 ;Q 5500 Ming Ave., Suite 265 - Bakersfield, CA 93309 p:(661) 831 -4919; f.(661) 831 -4929 JOB#- 14 -020 RTS LEGEND —i— FURNISH AND INSTALL 15 TRAFFIC SIGNS 15 MPH O O O SIL T FENCE OR FIBER ROLL PER CASQA DETAIL SE -1 OR SE -5 ;Q SANDBAGS AROUND DRAIN INLET PER CASQA DETAIL SE -8 (T1P) GRAVEL; 3" DIA., 12" DEEP 50' LONG STRETCH v OF GRAVEL W/ GRIZZL Y PER CASQA DETAIL TC -1. CD i r�-1_/ • r _ f CD N _ BMP NO TES.- 1. NON -STORM WATER DISCHARGES ARE PROHIBITED FROM ENTERING ANY STORM DRAIN SYSTEM 2 POLLUTANTS SHALL BE REMOVED FROM STORM WATER DISCHARGES TO THE MAXIMUM EXTENT PRACTICAL. J. PORTABLE SANITARY FACILITIES SHALL BE LOCATED ON RELATIVELY LEVEL GROUND AWAY FROM TRAFFIC AREAS, DRAINAGE COURSES, AND STORM DRAIN INLETS 4. EMPLOYEES, SUBCONTRACTORS AND SUPPLIERS SHALL BE EDUCATED ON ALL BMPS, INCLUDING CONCRETE WASTF STORAGE AND DISPOSAL PROCEDURES. 5. 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X Abaivi e.saa s ffet in 3 le�H _ ftW&W Of Gurtrr n� FAow" Of &Wjor n R =5 � FL SECTION 8 -8 BEGIN STANDARD CROSS GUTTER FOR ALLEY RAMP SLOPE LANI NN-G 5' RAMP I �• "t a-s kk4 . CONC 0.5� THK SIDEWA ALLEY HANDICAP RAMP DETAIL N.Ta PW 90W hwe as 4*WAd * Enpwmv 6ENEHAL NOTES: All work shall conform to the applicable sections of the specifications entitled "Standard Specifications State of California, Department a'f Transportation", current edition. Sub grade preparation for crossgutter shall conform to the requirements of the Standard Specifications. Concrete for crossgutter shall be Class 'B' and shall conform to the requirements of the Standard Specifications. Expansion Joint shall be constructed at every 301 or as directed by the Engineer. REVISEJJUL s9 ECR W. X e.saa <� in n� n R =5 � FL m BEGIN RAMP SLOPE ALLEY HANDICAP RAMP DETAIL N.Ta PW 90W hwe as 4*WAd * Enpwmv 6ENEHAL NOTES: All work shall conform to the applicable sections of the specifications entitled "Standard Specifications State of California, Department a'f Transportation", current edition. Sub grade preparation for crossgutter shall conform to the requirements of the Standard Specifications. Concrete for crossgutter shall be Class 'B' and shall conform to the requirements of the Standard Specifications. Expansion Joint shall be constructed at every 301 or as directed by the Engineer. REVISEJJUL s9 A ...... .. . 1 J�,5,15 .......... /J J' ........... 27. z Swanson Engin 5500 Ming Avenue � Bakersfield, CA 9331 I � x 78'22 � °° 777.5 i o I 78 I 1 , INSTALL STANDAR ALLEY CROSSGUTTER AND ORNER 1 RETURNS PER C. O.B. ST V. 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