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HomeMy WebLinkAbout1.2-6916 Ph 1TRACT NO. 6916 SANITARY SEWER AND STORM DRAIN PLANS., UNIT 1 BAKERSFIELD., CALIFORNIA SANITARY SEWER AND STORM DRAIN STANDARD NOTES 1. ALL SANITARY SEWER IMPROVEMENTS SHALL BE PER CITY OF BAKERSFIELD EXCEPT AS NOTED HEREIN. 2. DO NOT INSTALL MANHOLE STEPS IN THE MANHOLES. J. ALL DROP MANHOLES SHALL BE OF THE OUTSIDE DROP TYPE PER CITY OF BAKERSFIELD STANDARD DETAIL SW -7. 4. ALL PIPELINES AND TRENCHES SHALL BE BACKFILLED PER THE CITY OF BAKERSFIELD'S STANDARD DETAIL ST -22 (1.4.2.6). 5. SECTION 1.4.1, CITY OF BAKERSFIELD STANDARDS: ALL MATERIAL THAT IS TO BECOME A PERMANENT PART OF ANY SANITARY SEWER OR APPURTENANT STRUCTURE, SHALL CONFORM TO THE REQUIREMENTS FOR THE PARTICULAR MATERIAL AS SET FORTH IN THESE SPECIFICATIONS. THE CONTRACTOR SHALL SUPPLY ANY AND ALL CERTIFICATES OF COMPLIANCE, CERTIFIED TESTS RESULTS, OR SHALL PERFORM TESTS AS REQUIRED TO ASSURE THE CITY ENGINEER THAT THE MATERIAL BEING INCORPORATED INTO THE WORK HAS MET THE REQUIREMENTS AS SPECIFIED. REQUESTS TO USE MATERIALS NOT LISTED IN THESE STANDARDS SHALL REQUIRE SPECIAL CONSIDERATION AND APPROVAL OF THE CITY ENGINEER. 6. SECTION 1.4.2, CITY OF BAKERSFIELD STANDARDS: ALL PIPE OR CONDUITS SHALL BE OF THE SIZE, MATERIAL AND STRENGTH AS SHOWN ON THE PLANS. ALL PIPE AND FITTINGS SHALL BE MARKED OR STAMPED WITH THE TRADE BRAND NAME OF THE MANUFACTURER, AND STRENGTH OR CLASS OF PIPE. ALL PIPE SHALL BE DESIGNED TO WITHSTAND ALL INTERNAL OR EXTERNAL LOADS APPLIED. SUPPORTING STRENGTH OF CONDUITS AS INSTALLED TO SAFELY CARRY IMPOSED GRAVITY LOADS AND SUPERIMPOSED LOADS (INCLUDING A SUITABLE FACTOR OF SAFETY) SHALL BE DETERMINED BY USE OF MARSTON FORMULA AS PER CHAPTER IX (STRUCTURAL REQUIREMENTS) ASCE MANUAL OF ENGINEERING PRACTICE NO. 37. ALL PIPE OR CONDUITS SHALL BE OF THE SAME MATERIALS BETWEEN STRUCTURES. 7. SECTION 1.4.2.2 POLY VINYL CHLORIDE PIPE (PVC) A) MATERIALS: PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF THE ASTM SPECIFICATION D3034 AND FOR SDR35. PIPE AND FITTINGS SHALL BE HOMOGENOUS THROUGHOUT AND FREE FROM CRACKS, HOLES, FOREIGN INCLUSIONS OR OTHER INJURIOUS DEFECTS. FITTINGS SHALL BE INJECTION MOLDED AND SHALL BE INSTALLED IN LINE ON NEW PIPELINES; CUT -IN FITTINGS ARE NOT PERMITTED. B) JOINTS: USE ONLY ELASTOMERIC GASKET JOINTS. THE ASSEMBLY OF JOINTS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATION. WHERE PVC PIPE CONNECTS TO VCP, USE COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD. C) INSTALLATION: PIPE AND FITTINGS SHOULD BE INSTALLED IN ACCORDANCE WITH ASTM D2321, ONLY CLASS 1, Il, 111, EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE. D) JOINT DEFLECTIONS FOR PVC SEWER PIPE IN CURVILINEAR ALIGNMENT SHALL NOT BE DEFLECTED GREATER THAN 1 DEGREE PER MANUFACTURER'S RECOMMENDATIONS. 8. SECTION 1.4.2.5 LATERALS AND STUBS A) ALL LATERALS SHALL EXTEND TO A MINIMUM OF FOUR FEET BEYOND THE PROPERTY LINE AND SHALL BE 4" IN DIAMETER EXCEPT AS NOTED ON PLANS. SURFACE MARKERS FOR SEWER LATERALS SHALL BE INSTALLED AT PROPERTY LINE. B) WYE FITTINGS SHALL BE IN -LINE TYPE AND SHALL BE USED FOR ALL LATERAL CONNECTIONS AND SHALL BE ROTATED A MINIMUM OF 23 DEGREES ABOVE THE HORIZONTAL PLAN RUNNING THROUGH THE CENTERLINE OF THE MAIN. C) ALL SEWER STUBS SHALL BE CLOSED WITH A STANDARD PLASTIC PLUG SOLVENT WELDED. 9. SECTION 1.4.3, MANHOLES AND CLEANOUTS (LAMPHOLES) ALL MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWINGS SW -4 AND SW -5 AND SECTION 70 -1.02H AND 70 -1.07 OF THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, CURRENT EDITION. ALL CLEANOUTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARD DRAWING S -20. 10. THE SUBDIVIDER AND CONTRACTOR SHALL MAINTAIN DUST CONTROL ABOUT THE SITE OF WORK. 11. CONTRACTOR SHALL NOTIFY THE CITY AT LEAST 7 DAYS PRIOR TO COMMENCING WORK. THE CONTRACTOR SHALL PRESERVE SURVEY MONUMENTS AND BENCH MARKS, WHICH MAY NOT BE DISTURBED WITHOUT PRIOR APPROVAL FROM THE CITY. 12. ANY INSPECTIONS TO BE PERFORMED BY THE CITY SHALL REQUIRE 24 HOUR NOTICE (661)326 -0349. 13. ALL MANHOLE COVERS SHALL BE A MINIMUM OF 0.5' BELOW AGGREGATE BASE UNTIL COMPLETION OF PAVING. ADJUST ALL MANHOLES AND VALVE BOXES TO FINISH GRADE AFTER PAVING IS COMPLETED. 14. ALL SANITARY SEWER LATERALS SHALL BE EXTENDED 4' BEYOND PROPERTY LINE AND MARKED WITH A LATERAL MARKER PER CITY STD. SW -1, AND WITH A 3" HIGH 'S" ON TOP OF CURB. MINIMUM COVER FOR SEWER LATERALS AT THE GUTTER FLOWLINE SHALL BE 2.5' AND AT THE PROPERTY LINE SHALL BE 2.25'. WATER SERVICES SHALL BE MARKED WITH A "W ". PROVIDE A MINIMUM OF 1' SEPARATION BETWEEN WATER SERVICE TAPS. 15. CONTRACTOR SHALL SUBMIT A STORM WATER MANAGEMENT PLAN TO MITIGATE IMPACTS OF SOIL EROSION OFF -SITE, AND SHALL OBTAIN AN NPDES CONSTRUCTION PERMIT FROM THE CENTRAL VALLEY RWQCB. SUBMIT A COPY OF THIS PERMIT TO THE CITY. CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEAN UP OF SOIL EROSION FROM THE SITE THROUGHOUT THE ONE YEAR WARRANTY PERIOD FOLLOWING CITY ACCEPTANCE OF THE IMPROVEMENTS. 16. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CURRENT CITY OF BAKERSFIELD STANDARD SPECIFICATIONS, DETAILS AND THESE PLANS AND SPECIFICATIONS. IN ANY CONFLICT BETWEEN SPECIFICATIONS, THE MORE STRINGENT REQUIREMENT SHALL APPLY. 17. CONTRACTOR SHALL NOTIFY THE DEVELOPER'S ENGINEER OF ANY AND ALL CONFLICTS BETWEEN CONTRACT DRAWINGS AND THE ACTUAL SITE CONDITIONS PRIOR TO COMMENCING ANY WORK IN QUESTION. 18. CONTRACTOR SHALL PRESERVE ALL CONSTRUCTION SURVEY STAKES AND PROPERTY LINE MARKERS WHEN REASONABLY POSSIBLE ANY STAKES OR MARKERS REQUIRING REPLACEMENT BY THE DEVELOPER'S ENGINEER SHALL BE DONE AS "EXTRA WORK ". 19. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS, INSPECTIONS, AND MATERIALS TESTING. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION SECTION SHALL BE GIVEN AT LEAST 24 HOURS NOTICE. THE CITY MAY BE NOTIFIED AT (661) 326 -3049 20. CONTRACTOR SHALL NOTIFY DEVELOPER'S ENGINEER 3 WORKING DAYS (MIN.) PRIOR TO WORK REQUIRING STAKING FOR PROPER SCHEDULING. 21. CONTRACTOR SHALL EXPOSE ALL EXISTING PIPELINES OR OTHER UNDERGROUND OBSTRUCTIONS TO VERIFY THAT THERE ARE NO GRADE CONFLICTS PRIOR TO LAYING ANY GRAVITY PIPELINES UPSTREAM OF SAID PIPELINES OR OBSTRUCTIONS. FAILURE TO DO SO RELIEVES THE ENGINEER FROM FURTHER RESPONSIBILITY FOR SAID CONFLICT. 22. EXISTING UNDERGROUND UTILITIES AND IMPROVEMENTS ARE SHOWN IN THEIR APPROXIMATE LOCATIONS BASED UPON RECORD INFORMATION AVAILABLE TO THE ENGINEER AT THE TIME OF PREPARATION OF THESE PLANS. LOCATIONS MAY NOT HAVE BEEN VERIFIED IN THE FIELD AND NO GUARANTEE IS MADE AS TO THE ACCURACY OR COMPLETENESS OF THE INFORMATION SHOWN. 23. THE CONTRACTOR SHALL NOTIFY UTILITY COMPANIES AT LEAST 2 WORKING DAYS IN ADVANCE OF CONSTRUCTION TO FIELD LOCATE UTILITIES. CALL "UNDERGROUND SERVICE ALERT" (U.S.A.) AT 811. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE EXISTENCE AND LOCATION OF THOSE UTILITIES SHOWN ON THESE PLANS OR INDICATED IN THE FIELD BY LOCATION SERVICES. ANY ADDITIONAL COSTS INCURRED AS A RESULT OF THE CONTRACTOR'S FAILURE TO VERIFY LOCATIONS OF EXISTING UTILITIES PRIOR TO BEGINNING OF CONSTRUCTION IN THEIR VICINITY SHALL BE BORNE BY THE CONTRACTOR AND ASSUMED INCLUDED AND MERGED IN THE CONTRACT UNIT PRICE. 24, ALL EXISTING REMAINING UTILITIES AND REMAINING IMPROVEMENTS IN PUBLIC RIGHT -OF -WAY THAT BECOME DAMAGED DURING CONSTRUCTION SHALL BE COMPLETELY RESTORED TO THE SATISFACTION OF THE LOCAL AGENCY ENGINEER, AT THE CONTRACTOR'S SOLE EXPENSE. 25. SHOULD IT APPEAR THAT THE WORK TO BE DONE OR ANY MATTER RELATIVE HERETO IS NOT SUFFICIENTLY DETAILED OR EXPLAINED ON THESE PLANS, THE CONTRACTOR SHALL CONTACT "QUAD KNOPF ENGINEERING, INC.- AT (661) 616 -2600 FOR SUCH FURTHER EXPLANATIONS AS MAY BE NECESSARY PRIOR TO COMMENCEMENT OF CONSTRUCTION. 26. THE SUBDIVIDER AND CONTRACTORS SHALL INSTALL AND MAINTAIN PROTECTION AROUND STORM DRAIN INLETS DURING CONSTRUCTION TO PREVENT INFILTRATION OF MUD AND DIRT INTO THE STORM DRAIN SYSTEM. 27. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE NUMBER AND LOCATION OF THE REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. 28. IN THE EVENT SEWER PIPE IS CONSTRUCTED ON ALIGNMENTS NON- CONCENTRIC TO CURVED EASEMENT OR STREET CENTERLINES, ANY NON - METALLIC SEWER LINE SHALL HAVE A NO. 10 BARE SOFT COPPER DETECTOR WIRE PLACED OVER THE PIPE LINE PRIOR TO BACKFILLING. THE DETECTOR WIRE SHALL BE BROUGHT UP TO THE MANHOLE FRAMES AT THE END OF THE PIPELINE. 29. MANDREL TESTING AND PRESSURE TESTING OF THE MAIN LINE SHALL BE PERFORMED PER THE CITY OF BAKERSFIELD SUBDIVISION DESIGN MANUAL, SECTION 1.3.2.1 AND 1.3.2.2. 24 HOUR NOTICE SHALL BE REQUIRED FOR TEST AND INSPECTION. 30. ALL STATIONING IS BASED UPON STREET CENTERLINE UNLESS STATED OTHERWISE. 31. PRIOR TO FINAL ACCEPTANCE OF THE SEWER SYSTEM, ALL LINES SHALL BE INSPECTED WITH VIDEO EQUIPMENT DESIGNED FOR THIS PURPOSE AND AS APPROVED BY THE CITY ENGINEER. THE TELEVISION CAMERA SHALL HAVE THE CAPABILITY OF ROTATING 360, IN ORDER TO VIEW AND RECORD THE TOP AND SIDES OF THE PIPE AS REQUIRED. THE VIDEO INSPECTION SHALL BE WITNESSED BY THE CITY'S CONSTRUCTION INSPECTOR, WHO WILL ALSO INITIAL AND DATE THE "CHAIN OF CUSTODY" FORM. THE SUBDIVIDER SHALL IMMEDIATELY NOTIFY CITY OF ANY PIPE LOCATIONS REVEALED TO BE NOT IN COMPLIANCE WITH THE SPECIFICATIONS. A RECORDED VIDEO CASSETTE, COMPLETED "CHAIN OF CUSTODY" FORM, AND A WRITTEN LOG (WHICH INCLUDES THE STATIONING, BASED ON THE STATIONING OF THE APPROVED PLANS, OF ALL CONNECTED LATERALS) OF THE INSPECTION SHALL BE PROVIDED FOR VIEWING AND SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ACCEPTANCE. AFTER ACCEPTANCE OF THE SYSTEM, THE VIDEO CASSETTE, FORMS, AND LOGS SHALL BECOME THE PROPERTY OF THE CITY. 32. STORM DRAIN - ALL STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE, BELL AND SPIGOT WITH RUBBER GASKETED JOINTS. 33. ALIGNMENT: WHENEVER POSSIBLE, SEWER LINES SHALL BE LAID OUT IN A STRAIGHT LINE BETWEEN STRUCTURES. CURVED SEWER LINES WILL BE ALLOWED UNDER THE FOLLOWING CONDITIONS: A) ALL CURVE DATA SHALL BE SHOWN ON THE PLANS. B) MINIMUM RADIUS OF CURVATURE AND JOINT DEFLECTIONS SHALL BE AS RECOMMENDED BY THE PIPE MANUFACTURER AND APPROVED BY THE CITY ENGINEER. ALIGNMENTS SHALL BE CONCENTRIC TO THE STREET EASEMENT OR CENTERLINE. C) ALL DEFLECTIONS SHALL BE AT THE PIPE JOINTS OR BY SPECIALLY MITERED PIPE SECTIONS. ACTUAL BENDING OF THE PIPE WILL NOT BE ALLOWED. D) A MANHOLE SHALL BE CONSTRUCTED AT THE B.C. AND E.C. OF ALL CURVES. E) IN THE EVENT SEWER PIPE IS CONSTRUCTED ON ALIGNMENTS NON- CONCENTRIC TO CURVED EASEMENT OR STREET CENTERLINES ANY NON - METALLIC SEWER LINE SHALL HAVE A NO. 10 BARE SOFT COPPER DECTOR WIRE PLACED OVER THE PIPELINE PRIOR TO BACKFILLING. THE DETECTOR WIRE SHALL BE BROUGHT UP TO THE MANHOLE FRAMES AT EACH END OF THE PIPELINE. F) IDENTIFICATION TAPE, DESIGNED FOR USE ON SEWERS, SHALL BE PLACED ON TOP OF THE SEWER MAIN ALONG ITS ENTIRE LENGTH. IDENTIFICATION TAPE SHALL ALSO BE PLACED ON THE TOP OF SEWER LATERALS EXTENDING FROM ONE FOOT ABOVE THE SEWER MAIN TO THE RIGHT OF WAY LINE. 34. ANY ABANDONED OIL WELL UNCOVERED DURING GRADING ACTIVITIES SHALL BE RE- ABANDONED ACCORDING TO THE STATE OF CALIFORNIA, DEPARTMENT OF CONSERVATION DIVISION OF OIL, GAS, AND GEOTHERMAL RESOURCES REQUIREMENTS. 35. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT -OF -WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT -OF -WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A BUILDING PERMIT. FILE DIANE.• L: \Projects \2013\ 130205.01 \ACRD \Improvements \SD -SS\ 130205.01 -CHl - CV.dwg - LAST SAVE: 121812014 6:03:24 PM PDT I I ' I � I � I I i I � I i q F I � I � I N I co UI QI � I zl I � I WI I J LEGEND AC ASPHALT CONCRETE FL FLOW LINE BC BEGINNING OF CURVE GB GRADE BREAK BCR BEGIN CURB RETURN INV. INVERT BW BACK OF SIDEWALK LT LEFT CB CATCH BASIN PI POINT OF INTERSECTION CR CROWN OF ROAD PRC POINT OF REVERSE CURVE EC END OF CURVE 000.00 PROPOSED ELEVATION FUTURE TRA T 6824 EP EDGE OF PAVEMENT RT RIGHT ECR END CURB RETURN R/W RIGHT OF WAY ELEV ELEVATION 0.00% SLOPE, IN FOOT PER FOOT SUMP I (000.00) EXISTING ELEVATION STA STATION M1718 19 20 21 22 2S 24 25 28 27 28 � � �vca,m PNrK I � SnE 18 15 14 13 12 11 10 37 4 35 34 33 32 31 W N F T1 JTJ ]Fr 3 RESERVED PARK WE 3 4 5 8 7 8 9 1 38 3� 40 41 42 43 44 45 48 8i w � ALONDRA DRIVE - - - 2 85 64 83 62 61 80 59 58 57 58 55 54 53 52 51 50 49 48 47 __ �Tr_ 1 1 2 85 84 83 82 81 80 79 78 77 76 75 74 a7372 1 70 89 - � 3 _ _ _ GOLDEN SQUARE AVENUE 87 4 18 35 6 es 5 ' Tff 20 33 F-52 W 18 21 32 37 H W 7 of 'I °i 84 H 22 31 38 0 47 54 63 8 zI'I w 14 23 z1 46 55 I 82 9 ' u 40 45 58 61 25 2811 41 44 57 80 L a 28 27 1 42 43 58 i 59 BERKSHIRE ROAD KEY MAP 200' 0' 200' SCALE: 1 "= 200' STANDARDS THE WEST LINE OF THE NORTHEAST QUARTER OF SECTION 30, TOWNSHIP 30 SOUTH, RANGE 27 EAST, PER TRACT NO. 6328, UNIT TWO, AS RECORDED IN BOOK 58, OF MAPS, AT PAGE 3, K.C.R., TAKEN AS N00'47'51 "E. 36. WYE FITTINGS SHALL BE INJECTION MOLDED IN -LINE TYPE, SHALL BE USED FOR ALL LATERAL CONNECTIONS AND SHALL BE ROTATED A MIN. OF 23' ABOVE THE HORIZONTAL PLANE RUNNING THROUGH THE CENTERLINE OF THE MAIN. WYE FITTINGS SHALL BE USED FOR VCP. ALL SEWER STUBS SHALL BE CLOSED WITH A STANDARD PLASTIC PLUG, SOLVENT WELDED. 37. FLOODING AND WATER JETTING SHALL NOT BE USED FOR BACKFILL COMPACTION FOR FLEXIBLE PIPE. 38. CLASS I BEDDING AND EMBANKMENT IS REQUIRED FOR ALL PLASTIC SEWER PIPE WITHIN THE PIPE ZONE. SURVEYOR'S NOTE CONTRACTOR IS RESPONSIBLE FOR PRESERVATION AND OR PERPETUATION OF ALL EXISTING SURVEY MONUMENTS WHICH CONTROL SUBDIVISIONS, TRACTS, PROPERTY, BOUNDARIES, STREETS, HIGHWAYS, OR OTHER RIGHT -OF -WAY EASEMENTS. CONTRACTOR SHALL PROVIDE A MINIMUM OF 10 WORKING DAYS NOTICE TO PROJECT ENGINEER/ SURVEYOR PRIOR TO DISTURBANCE OR REMOVAL OF EXISTING MONUMENTS. PROJECT ENGINEER /SURVEYOR SHALL COORDINATE WITH CONTRACTOR TO RESET MONUMENTS OR PROVIDE PERMANENT WITNESS MONUMENTS AND FILE THE REQUIRED DOCUMENTATION WITH THE COUNTY SURVEYOR PURSUANT TO BUSINESS AND PROFESSIONS CODE SECTION 8771. NOTE TO OWNER AND CONTRACTOR THIS PLAN HAS BEEN PREPARED WITH THE INTENT THAT QUAD KNOPF WILL BE PERFORMING THE CONSTRUCTION STAKING FOR E COMPLETE PROJECT. IF HOWEVER ANOTHER ENGINEERING AND OR SURVEYING FIRM SHOULD BE THE / EMPLOYED TO USE THESE PLANS FOR THE PURPOSE OF CONSTRUCTION STAKING, NOTICE IS HEREBY GIVEN THAT THE FIRM OF QUAD KNOPF, INC. WILL NOT ASSUME ANY RESPONSIBILITY FOR ERRORS OR OMISSIONS, IF ANY, WHICH MIGHT OCCUR AND WHICH COULD HAVE BEEN AVOIDED, CORRECTED OR MITIGATED IF QUAD KNOPF HAD PERFORMED THE STAKING WORK. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL ALONG PANAMA AND OLD RIVER. ENGINEER'S CERTIFICATE: I HERE BY CERTIFY THAT THESE PLANS AND SPECIFICATIONS COMPLY WITH THE 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. MATERIALS I IST UNIT N0. 1 CLEAN OUT SW -1 SEWER LATERAL MARKER CITY STD. TYPE "A" SSMH & SDMH SW -4 MANHOLE TYPE 'A" 6" SS LINE SW -5 EIGHT INCH CLEANOUT 8" SS LINE SW -6 FRAMES AND COVERS FOR 10" SS LINE MANHOLES & CLEANOUTS 4" LATERALS SW -9 STD. TRENCH BACKFILL 18" CLASS 111 SD LINE & COMPACTION REQUIREMENTS 30" CLASS Ill SD LINE D-11 DRAINAGE BASIN CITY STD. TYPE "A" DI D -14 CATCH BASIN TYPE "A" OUTLET STRUCTURE D -16 GUTTER DEPRESSIONS & BECKLOW STREET - PLAN & PROFILE D -18 MANHOLE TYPE "B" MOUNTAIN VISTA DRIVE BENCHMARK N INLET X- SECTIONS Co 10. INLET X- SECTIONS 6" CONCRETE MONUMENT WITH aBRASS CAP STAMPED L.S. 5565 - PLAN & PROFILE IN MONUMENT WELL AT THE INLET X- SECTIONS INTERSECTION OF ALONDRA DRIVE w oc AND MOUNTAIN VISTA DRIVE. F- ELEVATION = 344.33 USGS DATUM N Z U_ Y H BASIS OF BEARINGS THE WEST LINE OF THE NORTHEAST QUARTER OF SECTION 30, TOWNSHIP 30 SOUTH, RANGE 27 EAST, PER TRACT NO. 6328, UNIT TWO, AS RECORDED IN BOOK 58, OF MAPS, AT PAGE 3, K.C.R., TAKEN AS N00'47'51 "E. 36. WYE FITTINGS SHALL BE INJECTION MOLDED IN -LINE TYPE, SHALL BE USED FOR ALL LATERAL CONNECTIONS AND SHALL BE ROTATED A MIN. OF 23' ABOVE THE HORIZONTAL PLANE RUNNING THROUGH THE CENTERLINE OF THE MAIN. WYE FITTINGS SHALL BE USED FOR VCP. ALL SEWER STUBS SHALL BE CLOSED WITH A STANDARD PLASTIC PLUG, SOLVENT WELDED. 37. FLOODING AND WATER JETTING SHALL NOT BE USED FOR BACKFILL COMPACTION FOR FLEXIBLE PIPE. 38. CLASS I BEDDING AND EMBANKMENT IS REQUIRED FOR ALL PLASTIC SEWER PIPE WITHIN THE PIPE ZONE. SURVEYOR'S NOTE CONTRACTOR IS RESPONSIBLE FOR PRESERVATION AND OR PERPETUATION OF ALL EXISTING SURVEY MONUMENTS WHICH CONTROL SUBDIVISIONS, TRACTS, PROPERTY, BOUNDARIES, STREETS, HIGHWAYS, OR OTHER RIGHT -OF -WAY EASEMENTS. CONTRACTOR SHALL PROVIDE A MINIMUM OF 10 WORKING DAYS NOTICE TO PROJECT ENGINEER/ SURVEYOR PRIOR TO DISTURBANCE OR REMOVAL OF EXISTING MONUMENTS. PROJECT ENGINEER /SURVEYOR SHALL COORDINATE WITH CONTRACTOR TO RESET MONUMENTS OR PROVIDE PERMANENT WITNESS MONUMENTS AND FILE THE REQUIRED DOCUMENTATION WITH THE COUNTY SURVEYOR PURSUANT TO BUSINESS AND PROFESSIONS CODE SECTION 8771. NOTE TO OWNER AND CONTRACTOR THIS PLAN HAS BEEN PREPARED WITH THE INTENT THAT QUAD KNOPF WILL BE PERFORMING THE CONSTRUCTION STAKING FOR E COMPLETE PROJECT. IF HOWEVER ANOTHER ENGINEERING AND OR SURVEYING FIRM SHOULD BE THE / EMPLOYED TO USE THESE PLANS FOR THE PURPOSE OF CONSTRUCTION STAKING, NOTICE IS HEREBY GIVEN THAT THE FIRM OF QUAD KNOPF, INC. WILL NOT ASSUME ANY RESPONSIBILITY FOR ERRORS OR OMISSIONS, IF ANY, WHICH MIGHT OCCUR AND WHICH COULD HAVE BEEN AVOIDED, CORRECTED OR MITIGATED IF QUAD KNOPF HAD PERFORMED THE STAKING WORK. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL ALONG PANAMA AND OLD RIVER. ENGINEER'S CERTIFICATE: I HERE BY CERTIFY THAT THESE PLANS AND SPECIFICATIONS COMPLY WITH THE 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. MATERIALS I IST UNIT N0. 1 CLEAN OUT 3 EA CITY STD. TYPE "A" SSMH & SDMH 22 EA 6" SS LINE 163 LF 8" SS LINE 1264 LF 10" SS LINE 1931 LF 4" LATERALS 65 EACH 18" CLASS 111 SD LINE 1210 LF 30" CLASS Ill SD LINE 1280 LF CITY STD. TYPE "A" DI 10 EA OUTLET STRUCTURE 1 EA SEWER AND STORM DRAIN FOR UNITS 1 & 2 WILL BE CONSTRUCTED CONCURRENTLY. Know what's below. Call before you dig. 1- 800 - 642 -2444 `'_ ° °�- CHAIN LINK FENCE + STREET SIGN `ter STREET LIGHT CALTRANS STD. PLAN INDEX SHEET RSP A88A CASE A 3. DIRECTION OF GUTTER FLOW - PLAN & PROFILE PROPOSED SIDEWALK o PROPOSED SURVEY MONUMENT 5. EXISTING SURVEY MONUMENT : FIRE HYDRANT ASSEMBLY i PROPOSED TRAFFIC SIGN SHEET INDEX 1. COVER SHEET 2. INDEX SHEET DATE 3. HILLGATE AVENUE - PLAN & PROFILE 4. HILLGATE AVENUE & BRENTHOUSE STREET - PLAN & PROFILE 5. ALONDRA DRIVE - PLAN & PROFILE 6. ALONDRA DRIVE - PLAN & PROFILE 7. FRAMPTON STREET & BECKLOW STREET - PLAN & PROFILE 8. MOUNTAIN VISTA DRIVE - PLAN & PROFILE 9. INLET X- SECTIONS - PLAN & PROFILE 10. INLET X- SECTIONS - PLAN & PROFILE 11. INLET X- SECTIONS - PLAN & PROFILE 12. INLET X- SECTIONS - PLAN & PROFILE 13. RETENTION BASIN DETAILS VICINITY MAP NTS lox . ;L - V� 1 c1 CITY RECORDS NO.: V) w APPROVED BY. EXP. DATE 1e I v REVIEWED BY. ASST. PUBLIC WORKS (RECTOR DATE D' w L S APPROVED BY. NI COLAS FIDLER, PUBLIC WORKS DIRECTOR DATE 0 R.C.E. NO. 61069 EXP. 121311%, Q z . ;L - V� 1 c1 CITY RECORDS NO.: V) w c00o U") w _ v Z a Y D' w Z 0 N 0 N N co co � ow � 0 Q z CD 00 LJ W U � U W 0 U U LLJ m > h O ° ` W Q_ T Q o F- Y N Z Q Y H w Z cn m � o LLJ cu z LLI m rn * z Z w m' o Q Q �� U cy_ o O 00�� a- w U U7 w 0 m w a 0 24� oyaER 0 o � ; uo7 , J c a W = uM7 > U d d Z o o � ls 03 a FO w c00o U") w _ v o' o Ow a Y D' w Z 0 N 0 N N co co � ow � W oZ Q z CD 00 LJ W U � U W 0 U U LLJ m > h O ° ` W Q_ T Q o Qcn rn p w c00o a a i i Z U cD C _ o' o Ow a Y CD � ^ Q D N 0 N N co co � D LLJ m CD 00 LJ t� cn m F ias 3 U U LLJ U O CJ T a z F- Y N Z Q Y H a Z cn m � o LLJ cu z LLI m rn * 0 Z w m' o Q Q �� U cy_ o cc coo 00�� V Z Z O LL J Q U O T F- W w cn Z o H O Z 5W g = w Quo �/� W (0 ra= z LLI m rn * 0 cQo ° Z Z z Q �� J cc coo 00�� PLOT DATE: Dec -8 -2014 06:19PM JOB NO.: 130205.01 FILE NAME: 130205.01 -CH 1 -CV SCALE: N.T.S. SHEET NO.: 1 OF 13 iNDEX SHEET I FUTURE TRAPT 6824 � SUMP I 17 18 19 20 21 22 23 i 24 25 26 27 28 DEDICATED PARK SITE I y�y I a HILL GA TE AVENUE SHEET 3 SHEET 4 L 16 15 14 13 12 11 10 �4 36 35 34 33 32 31 30 2 E-' W z zm 0 RESERVED PARK W SITE 3 � � � O ►Wr+ 4 5 6 7 8 w Iw =now Q 3 39 40 41 42 43 44 45 4 W 80' 0 80' SCALE: t "= 80' 17 ALONDRA DRIVE SHEET - - � I w 64 63 62 61 59 1 58 57 56 55 54 53 52 51 50 49 48 47 i 1 85 84 83 82 81 80 79 78 77 76 75 74 73 72 71 70 I � i 69 2 68 L CV GOLDEN SQUARE AVENUE / M 3 — — — — — N (0 67 4 I U 18 19 34, 35 50 51 Q , 66 V 5 17 20 � 1 I Q 33 36 49 52 65 � I w �- 6 Fi z I 16 21 32 37 48 53 w O I 22 w I 31 38 (� I 47 54 x 15 63 w ` 8 w U. 23 O 30 39 W 46 55 14 1 62 24 29 40 45 56 61 ® 10 25 28 41 44 57 60 12 26 27 I 42 43 � 58 Know what's below. / 59 Call before you dig. --� 1- 800 - 642 -2444 - - BERKSHIRE ROAD I .�Ln � F7LE NAME: L: \Projects \2013\ 130205.01 \ACRD \Improvements \SD —SS\ 130205.01— CH2— INDEX.dwq — LAST SAVE 121312014 11:41:07 AM PDT co Do o Z z 0 O a O o 0 o Q N LL p O Q U N � cp �. o 00 Ln N H; Y J X p LL1 ® Lo Cn m Li L Z U L w _ U O Z H a Z N o �CO z Y N O , QW g T i > Q O >>> Q Y m H m O c U Cl) se Z zoIt (U a m m < a o z LLJ0 �a)Z a_ o 0 U N W } 0] I W Q G o � > J Is- _ v o � 1S/ 36 opl- PLOT DATE: Dec -8 -2014 06:18PM JOB NO.: 130205.01 FILE NAME: 130205.01 —CH2 —INDEX SCALE: 1 ° = 80' SHEET NO.: % 2 OF 13 Do o Z U d 0 O a O o v) o Q N LL p O Q U N � cp �. o 00 m N H; Y J X p LL1 ® Lo Cn m Li L Z U L 0 _ U O Z H a W N o �CO z Y N Z , QW g T i > Q O >>> Q Y m ma m O c U Cl) se Z zoIt (U CL m m < a o z LLJ0 �a)Z a_ o 0 opl- PLOT DATE: Dec -8 -2014 06:18PM JOB NO.: 130205.01 FILE NAME: 130205.01 —CH2 —INDEX SCALE: 1 ° = 80' SHEET NO.: % 2 OF 13 Z Z O LL Q U L 0 _ H W N o �CO O Z , QW g T i > Q O �J^L W T ( z -J M CO O V) Q c U Cl) se Z zoIt 10 06W CL w 00w� a o J °L-- �a)Z opl- PLOT DATE: Dec -8 -2014 06:18PM JOB NO.: 130205.01 FILE NAME: 130205.01 —CH2 —INDEX SCALE: 1 ° = 80' SHEET NO.: % 2 OF 13 LEGEND AC ASPHALT CONCRETE BC BEGINNING OF CURVE BCR BEGIN CURB RETURN BW BACK OF SIDEWALK CB CATCH BASIN CR CROWN OF ROAD EC END OF CURVE EP EDGE OF PAVEMENT ECR END CURB RETURN ELEV ELEVATION (000.00) EXISTING ELEVATION 40' 0' 40' HORIZ. SCALE: 1"=40' VERT. SCALE: I"= 4' FL FLOW LINE GB GRADE BREAK INV. INVERT LT LEFT PI POINT OF INTERSECTION PRC POINT OF REVERSE CURVE 000.00 PROPOSED ELEVATION RT RIGHT R/W RIGHT OF WAY 0.00% SLOPE, IN FOOT PER FOOT STA STATION INV. 6" E 340.81 336 CONSTRUCT 8�, LF OF 30" SD PIPE— r, - sQ.QQ3 i INV. 30" F- 334.9 332 -: -_ _1- INV. 30" IJ 334.95 322 � r, V) co Q_ 100 LF OF 5, =0.0100 SS -0 _� CHAIN LINK FENCE HOUSE CONNECTION STREET SIGN o- STREET LIGHT STANDARDS SW -1 & CALTRANS STD. PLAN 356 RSP A88A CASE A - DIRECTION OF GUTTER FLOW PROPOSED SIDEWALK o PROPOSED SURVEY MONUMENT © - EXISTING SURVEY MONUMENT :? FIRE HYDRANT ASSEMBLY i PROPOSED TRAFFIC SIGN u� T c Q C/) cn CONSTRUCTION NOTES OA - CONSTRUCT STANDARD HOUSE CONNECTION PER Quo CITY OF BAKERSFIELD STANDARDS SW -1 & SW -5, 356 AN "S" SHALL BE STAMPED ON THE CURB FACE ABOVE EACH LATERAL. z 0 _ = © - CONSTRUCT STANDARD 48" MANHOLE TYPE 'A' PER l l CITY OF BAKERSFIELD STD. SW -4 & SW -5 Y ©- INSTALL PIPELINE PER CITY OF BAKERSFIELD z STD. SW -9. v Y CJ N OD - INSTALL CATCH BASIN PER CITY OF BAKERSFIELD STD. D -14 OO = Y =j X p O 5 Q w Q = & D -16. SEE STREET IMPROVEMENT PLANS FOR INLET U") Ul M F-- Li 3: F- OPENING SIZES 352 z �o O- INSTALL DRAIN OUTLET PER CITY OF BAKERSFIELD STD. D -1 1 O- INSTALL CLEANOUT ©- CONSTRUCT STANDARD 60" MANHOLE TYPE A' PER CITY OF BAKERSFIELD STANDARD SW -4 OH - CONSTRUCT CONCRETE PIPE SADDLE AT PIPE CROSSING FRAMPTON STREET SEE SHEET 7 H I LLGAT E AVENUE STA 10 +00 TO 19 +00 — 1'RC1I CISEU GK,9UL A7 CENTERLINE E,'<ISTING GROUND -\ CE TERLINE� CONSTRUCT 300 LF OF 5" SS PIPE S=0.003,5 CONSTR CT 348 LF OF 30" SD PIPE_ S= 0.0035 �- =7=7 IN✓ fi W 339.81 IN . 18" S 337.3 INV. 8" E 339.81 IN . 30" E 335.23 INV. 30 W 335.23 - - - INV. 18" N 337.39 i 09 +00 10 +00 11 +00 FILE NAME. L: \Projects \2013\ 130205.01 \ACRD \Improvements \SD —SS\ 130205.01— CH3 —HILL —SSSD. dwg — LAST SAVE.- 121812014 5:53:53 PM PDT CN V) V) U) V) Lt: I [-CCNSTRUCT CONCRETE PIPE JHJULC HI r"Ir -C. l rCu' IVh C STRUCT 240 LF OF 8" SS PIPE S= 0.00,_55 IL_ EXIStING GROUND-\ PROPOSED GRADE Al CENTERLINE \ AT CENTERLINE _ - U) c� cn cn cn ck� INV. 8" E 339.60 INV. 8 " W 1539.60 5—PT' PT-_ �ONSTRUCT 239 LF OF o S=0.0035 - 12 +00 13 +00 14 +00 Know what's below. Call before you dig. 1- 800 -642 -2444 BELLINGHAM WAY SEE SHEET 6 - - - -I u INV.. 18" N 33 7.6,) INV. 18" E 337.11 INV. 18" W 337.11 CONSTRUCT 53 j LF OF 18" SD PIPE -' S =o. 001 5 i j INV. 6" F 340.44 INV. 8" W 340'.44 17 +00 18 +00 n, C 31 -1- 00 �Q V I� m 0 1 . Quo Z F— > �0.°� 356 Z Q � N to U m I'll QL _ z 0 _ = � CO a 0 l l LL_ O O O 0 ^ 0 Y 328 F- UN N Lo Z c0 z 0 v Y CJ N m z OO = Y =j X p O 5 Q w Q = o w U") Ul M F-- Li 3: F- Y 352 z �o W LL O LU D QI U Z W z j U Oz = W Q U Y F- U) o Y m m 19 Q W 0 W J L'i a o_ C/) n, C 31 -1- 00 �Q V 19 i y�ER ydo 0 o � o > C7 � N7 Q z V O o d- 01 0 P~ m 0 1 . Quo Z F— > �0.°� 356 Z Q � N to U m I'll _ z 0 _ = - 340 CO a 0 F_ Q O O 0 ^ 0 Y 328 Q W � -- UN N Lo Z c0 z 0 v Y CJ N m z OO = Y =j X p O 5 Q w Q = w w U") Ul M F-- Li 3: F- Y 352 L_PA_ ! LL O T J CL = U LU H W U Oz - z a 0 z Y Ln 348 o Y m m o E) w m z L'i a o_ U Ld w 0 r m w Q 0 19 i y�ER ydo 0 o � o > C7 � N7 Q z V O o d- 01 0 P~ W 't m 0 1 . Quo Z F— > �0.°� 356 Q � N to U m I'll _ z 0 _ = - 340 CO a O a � F_ Q O O 0 ^ 0 Y 328 Q W � -- UN N Lo Z c0 z 0 v Y CJ N m z OO = Y =j X p O 5 Q w Q = w 336 U") Ul M F-- Li 3: F- Y 352 L_PA_ 4--) z LL O T J CL = U LU H W U Oz - z ° g j z Q z a 0 z Y Ln 348 Y m m o E) w m z L'i a W 't V Quo Z F— z - _ W _ z _ = - 340 CO a z F_ Q a<- Ca) cc 328 Q W � -- 0 z 0 v W LU z z� - - 336 Q v 00�� L_PA_ LL O T J LU H W 332 z ° g j z Q z W > � 19 +00 , �- - (-0 ) 1 Le 1 32 322 PLOT DATE: Dec -8 -2014 06:18PM JOB NO.: 130205.01 FILE NAME: 130205.01 —CH3— HILL —SSSD SCALE: HORIZ. 1 " = 40' VERT: 1 " = 4' SHEET NO.: 3 OF 13 = Quo -(L z _OM's J CO a Q a<- Ca) co Q 328 0 z z o v z z� oC a 00�� L_PA_ J 32 322 PLOT DATE: Dec -8 -2014 06:18PM JOB NO.: 130205.01 FILE NAME: 130205.01 —CH3— HILL —SSSD SCALE: HORIZ. 1 " = 40' VERT: 1 " = 4' SHEET NO.: 3 OF 13 U) Z 0 > O 0 Z ~ m w Z U w CD Z O co O U p Z O O W CO Yp LLJ Y LL Q N W D CO Q w N U N (n O c0 =) W m O O N m O U ct) m = UL. ~ D Z U W S ui W O U cn U 0 Z Z m 2 = CL CL O Z Q o W z � Ise Y O N U O >>> � Y 'o Z mo O � m CL m O CD w m CU tE r m CL z w o a C� y U m v U (!) w p m m w Q 0 DER Lcy �- oy ° o � O % J W = uJ > U V.- Z C+ O d 1S/93a S� ' U Z 0 > O 0 Q O On' N U ~ m w Z U w CD Z O co O U p Z a O W CO Yp LLJ Y LL Q N W D CO Q w U N (n O c0 =) W m O O N m O U ct) m = UL. ~ D Z U W S ui O U cn U 0 Z Z m 2 = CL CL O z °� Q o W z � Ise Y O N U copes >>> � Y 'o Z mo O � m a:co J m O CD w m CU tE r m z w o a C� y U Q v ' U Z -cc w w Z O LL w Q O U = UL. ~ O ui cn W Z m 2 = w z °� Q o W ' w � z to O QQv) copes w ¢ (L U� �co a 'o Z z o U cdJ W 0LLLco) a:co J J QJ L, v `r Cox PLOT GATE: Dec -8 -2014 06:18PM JOB NO.: 130205.01 FILE NAME: 130205.01 —CH3— HILL —SSSD SCALE: HORIZ. 1 " = 40' VERT: 1 " = 4' SHEET NO.: 4 OF 13 356 352 344 340 0001 332 328 324 320 LEGEND AC ASPHALT CONCRETE BC BEGINNING OF CURVE BCR BEGIN CURB RETURN BW BACK OF SIDEWALK CB CATCH BASIN CR CROWN OF ROAD EC END OF CURVE EP EDGE OF PAVEMENT ECR END CURB RETURN ELEV ELEVATION (000.00) EXISTING ELEVATION FL FLOW LINE GB GRADE BREAK INV. INVERT LT LEFT PI POINT OF INTERSECTION PRC POINT OF REVERSE CURVE 000.00 PROPOSED ELEVATION RT RIGHT R/W RIGHT OF WAY 0.00% SLOPE, IN FOOT PER FOOT STA STATION MOUNTAIN VISTA DRIVE SEE SHEET 8 T I �o X4` _ V) _ 0 C5 A \ CONSTRUCTION NOTES O - CHAIN LINK FENCE HOUSE CONNECTION STREET SIGN -o STREET LIGHT STANDARDS SW -1 & CALTRANS STD. PLAN Z RSP A88A CASE A - DIRECTION OF GUTTER FLOW Uj PROPOSED SIDEWALK o PROPOSED SURVEY MONUMENT O EXISTING SURVEY MONUMENT W FIRE HYDRANT ASSEMBLY i PROPOSED TRAFFIC SIGN CONSTRUCTION NOTES O - CONSTRUCT STANDARD HOUSE CONNECTION PER W CITY OF BAKERSFIELD STANDARDS SW -1 & SW -5, Z AN "S" SHALL BE STAMPED ON THE CURB FACE ABOVE Uj EACH LATERAL. U= ©- CONSTRUCT STANDARD 48" MANHOLE TYPE 'A' PER W CITY OF BAKERSFIELD STD. SW -4 & SW -5 -- _ ©- INSTALL PIPELINE PER CITY OF BAKERSFIELD LLJ 03 ~ Y _j X p O Q W Q 2 STD. SW -9. J LO "'gym~ INSTALL CATCH BASIN PER CITY OF BAKERSFIELD STD. D -14 �— z & D -16. SEE STREET IMPROVEMENT PLANS FOR INLET OPENING SIZES O- INSTALL DRAIN OUTLET PER CITY OF BAKERSFIELD STD. D -1 1 O- INSTALL CLEANOUT ©- CONSTRUCT STANDARD 60" MANHOLE TYPE A' PER CITY OF BAKERSFIELD STANDARD SW -4 OH - CONSTRUCT CONCRETE PIPE SADDLE AT PIPE CROSSING FRAMPTON STREET SEE SHEET 7 Know what's below. 0111 before you dig. 1 -800- 642 -2444 BRENTHOUSE STREET SEE SHEET 4 ALONDRA DRIVE STA 10 +00 TO 19 +00 Ni 40' 0' 40' HORIZ. SCALE: 1"=40' VERT. SCALE: 1 »= 4' PROPOSED GRADE - �'i o rn r\ T CENTERLINE o o �. o N m cp CN \ d �f co EXIS NG GR9UND1 \ + NK non �o r +� �. �`n u` a) o+p�° + + cv + + + AT! CENTERLINE d �t 4 , Lc) 14 Nf - J W Cn I� Q jin D C/l Cn W D co CC C1 CrW -- - - -- -- -- -� -Cr) - - -- -- l- -- -- — - -- CONSTRUCr 40 LF OF 13" SD PIPE - - 5- 0.0025 - -- INV. 18" E 339.59 nn T• ��� INV. 18'' W 339.90 w INV. 18 N 339.90 _I z w CONSTRUCT 244 LF F 30" SD PIPE + - -- - - J LL.I \ —y 11L S =0.015 CONSTRUCT 48 LF OF 18" SD PIPE _ _ INV. 18 W 339.1 6 �. ^ - 5= 0.0021 49 INV. 30" E 338. 36 -- -- I C�NSIRU( TT 305 L,_ OF 1 SS PIPE 71 vrv�ir<Ut i �,viv�r«i rirr. C CONSTRUCT 291 L,� OF 10" SS PIPE -S= 0.002 INV. 10" E 1337.24/ / G Lij 3 C '228 LF OF 10" SS PIPE _ SADDLE AT PIPE CROSSING INV. 10" W 1337.24 CD CONSTRUCT S =- 0.0025 INV. 1 NW 339.32 INV. 30" W 337.921 INV. 10" E- 336.48 S= 0.0025 INI 10" F 335.75 - - - -- - -- - - -„ - - - -- - - - / - -e�- - - - - - INr1. 8" SI 335.8,E r INV. }� W 338.29 INV. 18 E 339.80 INV. 8 N 337.58 CONSTRUCT �1 LF OF 10" SD PIPE INV. 10" E 335.19 r . r INV. 1 S 339.32 INV. 30 N 337.921, INV. 10" W 336.x' -8 1,k �,» IN 10 W 335.75 = 0.005 11t � 1 !� N (335.091 I I - - -- - �- T, T EXIST.-- INV E 338.29 CONSTRU T 48 -F OF 30" SD PIPE S =0.001 FILE NAME. L:\Projects\2013\130205.01 09+00 10 +00 11 +00 iprovements \SD —SS\ 130205.01 — CH4— ALONDRA— SSSD.dwg — LAST SAVE: 121312014 11:46:10 .AM PDT 19 +00 U) (0 W Z :Tj Z w 19� _ , Y Uj Z U= C) �— Q W 0 w -- _ cl) BRENTHOUSE STREET SEE SHEET 4 ALONDRA DRIVE STA 10 +00 TO 19 +00 Ni 40' 0' 40' HORIZ. SCALE: 1"=40' VERT. SCALE: 1 »= 4' PROPOSED GRADE - �'i o rn r\ T CENTERLINE o o �. o N m cp CN \ d �f co EXIS NG GR9UND1 \ + NK non �o r +� �. �`n u` a) o+p�° + + cv + + + AT! CENTERLINE d �t 4 , Lc) 14 Nf - J W Cn I� Q jin D C/l Cn W D co CC C1 CrW -- - - -- -- -- -� -Cr) - - -- -- l- -- -- — - -- CONSTRUCr 40 LF OF 13" SD PIPE - - 5- 0.0025 - -- INV. 18" E 339.59 nn T• ��� INV. 18'' W 339.90 w INV. 18 N 339.90 _I z w CONSTRUCT 244 LF F 30" SD PIPE + - -- - - J LL.I \ —y 11L S =0.015 CONSTRUCT 48 LF OF 18" SD PIPE _ _ INV. 18 W 339.1 6 �. ^ - 5= 0.0021 49 INV. 30" E 338. 36 -- -- I C�NSIRU( TT 305 L,_ OF 1 SS PIPE 71 vrv�ir<Ut i �,viv�r«i rirr. C CONSTRUCT 291 L,� OF 10" SS PIPE -S= 0.002 INV. 10" E 1337.24/ / G Lij 3 C '228 LF OF 10" SS PIPE _ SADDLE AT PIPE CROSSING INV. 10" W 1337.24 CD CONSTRUCT S =- 0.0025 INV. 1 NW 339.32 INV. 30" W 337.921 INV. 10" E- 336.48 S= 0.0025 INI 10" F 335.75 - - - -- - -- - - -„ - - - -- - - - / - -e�- - - - - - INr1. 8" SI 335.8,E r INV. }� W 338.29 INV. 18 E 339.80 INV. 8 N 337.58 CONSTRUCT �1 LF OF 10" SD PIPE INV. 10" E 335.19 r . r INV. 1 S 339.32 INV. 30 N 337.921, INV. 10" W 336.x' -8 1,k �,» IN 10 W 335.75 = 0.005 11t � 1 !� N (335.091 I I - - -- - �- T, T EXIST.-- INV E 338.29 CONSTRU T 48 -F OF 30" SD PIPE S =0.001 FILE NAME. L:\Projects\2013\130205.01 09+00 10 +00 11 +00 iprovements \SD —SS\ 130205.01 — CH4— ALONDRA— SSSD.dwg — LAST SAVE: 121312014 11:46:10 .AM PDT 19 +00 U) 0 W Z " o m 356 - Z , Y -- Z O O W^ p O N (�j N U1 cm0 c00 � o 0 0 LLJ Q O N m LLJ 03 ~ Y _j X p O Q W Q 2 O W J LO "'gym~ 352 �— z W U w U 0 z O O LZ Z' Y (/7 3.48 N Q Y z m m cr_ L qZQ cr x r m > Q O C0 J p r (L 0 z (7, MM `'i o a_ ( I� U a rr U r a cr `CO)a V Z 344 (adz O J o L v F- C0 Q U 0 om Li Q 0 R o � o � J WU = u� > m01 336 332 328 324 320 0 W Z " o m 356 - z U cn I W � d O a , Y -- Z O O W^ p O N (�j N U1 cm0 c00 � o 0 LLJ Q O N m LLJ 03 ~ Y _j X p O Q W Q 2 O W J "'gym~ 352 �— z W U U 0 z O O LZ Z' Y (/7 3.48 N Q Y m m O L qZQ cr x r m > Q O C0 J p r (L Z z (7, MM `'i o a_ ( I� U a rr U r a cr `CO)a V Z 344 (adz m01 336 332 328 324 320 PLOT DATE: Dec -8 -2014 06:17PM JOB NO.: 130205.01 FILE NAME: 130205.01 -CH4- ALONDRA -SSSD SCALE: HORIZ. 1" = 40' VERT: 1 " = 4' SHEET NO.: %ft 5OF13 Z Z 0 J U O O T H W N =�W L qZQ cr _ > Q O C0 J p r (L Z (7, MM Q rr U r a cr `CO)a o Z zoo (adz O J o L v F- C0 Q PLOT DATE: Dec -8 -2014 06:17PM JOB NO.: 130205.01 FILE NAME: 130205.01 -CH4- ALONDRA -SSSD SCALE: HORIZ. 1" = 40' VERT: 1 " = 4' SHEET NO.: %ft 5OF13 N U Q CT) N O m z Q Q I I _ Z a O W Q CV L., O Q z O o N m O 23 N m Iw— LQi j Z W S � U U Z O z L- O Q Z Y N CD w LLI C'1 L m m O Z m Q Z ` od O Q O ld CW Li =co Z /� L O = a- T 2 Lj Q O i�J� ��./a a- Q < U �1.1. v /C o z z o o cd z J Z -- 00 LL, a o oo I-�°� Q m W Q `' oy�ER ydo S v o � c� a d � o�d� 0� SAP 0 U Q CT) N O m z Q Q I I _ O � z a O W Q CV L., O Q z U N n O c0 v C3 o N m O 23 N m Iw— LQi j Z W S � U U Z O z L- O Q Z Y N CD QY LLI C'1 L m m O Ljj CU m Q Z ` od O Q W ld CW Li =co Z /� PLOT DATE: Dec -8 -2014 06:17PM JOB NO.. 130205.01 FILE NAME: 130205.01- CH4- ALONDRA -SSSD SCALE: HORIZ. 1" = 40' VERT: 1 " = 4' SHEET NO.: 4 6OF13 U z Q z Q O z Q J LLI L IW O° T ` od yr W � ld CW Li =co Z /� L O = ' T 2 Lj Q O i�J� ��./a L,J Q < U �1.1. v /C o z z o o cd z J Z -- 00 LL, a o oo I-�°� Q PLOT DATE: Dec -8 -2014 06:17PM JOB NO.. 130205.01 FILE NAME: 130205.01- CH4- ALONDRA -SSSD SCALE: HORIZ. 1" = 40' VERT: 1 " = 4' SHEET NO.: 4 6OF13 NEER b/ �E R Gcy o '.) n ct M G W = 9 U li Z V O a 1s�03a Li Q O N OU m z U D c0 c t 0 a? O D Y w P Y a oN E 'D (.0 o o U N (n co c0 Cl L v O N m ui N F= Y J X p 0 O Q W Q m w Lf J (n m U Z = CLO U U O Z_ CL Neloo Orli O Z Y N Q Y mo m m (U ly- m Z w a 3 af o a O o U 1 --) Z Z O a, 71, Z O r W 0 C) LU J 0� V o� w z cl-, rQ0 0 � U C A o �� o W a- 0 � D ' o� _ W r Quo (L Z CC 0 M 4- O w Q U F-co a. a= Z O W 000 w QM Q U N w m m w Q 0 NEER b/ �E R Gcy o '.) n ct M G W = 9 U li Z V O a 1s�03a Li Q O N OU m z U D c0 c t 0 a? O D Y w P Y a oN E 'D (.0 o o U N (n co c0 Cl L v O N m ui N F= Y J X p 0 O Q W Q m w Lf J (n m U Z = CLO U U O Z_ CL Neloo Orli O Z Y N Q Y mo m m (U ly- m Z w a 3 af o a O o PLOT DATE: Dec -8 -2014 06:16PM JOB NO.: 130205.01 FILE NAME: 30205.01- CH5- FRA&BEC -SSSD SCALE: HORIZ. 1 " = 40' VERT: 1 " = 4' SHEET NO.: 7 OF 13 U 1 --) Z O a, 71, Z r W 0 C) LU J 0� V o� rQ0 0 � U C A W �� o W Z m 0 � D ' o� _ W r Quo (L Z CC 0 M 4- O w Q U F-co a. Z Z O W 000 w QM Q PLOT DATE: Dec -8 -2014 06:16PM JOB NO.: 130205.01 FILE NAME: 30205.01- CH5- FRA&BEC -SSSD SCALE: HORIZ. 1 " = 40' VERT: 1 " = 4' SHEET NO.: 7 OF 13 ER * b� � DER Gd O ' o S _ Z C, V O �ISi�3a � S >or-� o Q N 0) CD m z cO c Q: c O ri O O LLJ N U N u) c�D c�0 ::D o LLJ c O N LLJ _ W O N M � < > LL O� T Q ZS U V! V OZ a = v, r Z> Q O z z z Y U) aZ z a: Po), W Q Or Y m O m � O C� off z� 00 LL' 0 Q CC COO m m z w c o a cy U c o L ' U Z Z cc O LL J Q U W > LL O� T Q V! N cF- 0 = v, r Z> Q O z O aZ z a: Po), W Q d U r v, r o Zz o C� off z� 00 LL' 0 Q CC COO PLOT DATE: Dec -8 -2014 06:16PM JOB NO.: 130205.01 FILE NAME: 130205.01— CH6— MTVISTA —SSSD SCALE: HORIZ. 1 " = 40' VERT: 1 " = 4' SHEET NO.: 1 8 OF 13 V) 0 rn c)') N 'n U m J Z U � L- d 0 i Z O O 0 ^ O � G 0 D r d LLJ 000 ~ Y J X N p m 0 OLo Un m F- 06 Z w Q � S U U C.i 0z LZ a 0 svooZI Y N I O° T w j Y m m O G uj O� m z O z w Q = aF- o CO Lu O Q o w Q < VG O z o q (� W 00Wu Q J .J o � v � co z a- U V1 w G m m w Q 0 i � y�ER ydo W ¢ > U v o � id z V O Odb� 1, op S�PA �S/03N 0 a ° o 0 rn c)') N 'n U m J Z U � L- d 0 z O O 0 ^ O � G U N U) cmo c0 D r d LLJ 000 ~ Y J X N p m 0 OLo Un m F- 06 Z w Q � S U U C.i 0z LZ a 0 svooZI Y N I O° T j Y m m O G uj O� m m O z w Q = aF- o CO Lu O Q d w Q < VG O z o q ' U z J O � 0- O 06 z Q � U a L I O° T ` �/� F- v) W N co 0 O� ZV O Z ' J Q = aF- o CO Lu M O pr) < �o- CO � aX w Q < C) ~�W > z z o q (� W 00Wu Q J .J o � v � co z PLOT DATE: Dec -8 -2014 06:15PM JOB NO.: 130205.01 FILE NAME: 130205.01- CH7- LATI -SSSD SCALE: HORIZ. 1 " = 40' VERT: 1 " = 4' SHEET NO.: 9 OF 13 �NEER b/ O� o % W Q uM > U J o � o�d�ls e3a � SAP Li cD CD CD Z z CO �° Z a ON Li U O C2, w O w m C) LLJ 00 ~ Y J X p (L Z = CLU 06 U OZ LZ a z z Y N C: w Y m � O m z } Q o Z w � O Q O U � L L O . o w Z� Q O W 1 �U Q qO LLJ o-� CL M U M c (o v Q w '^ /� > Z zoo UvotS,W W 00WL Q J J U Z (/ ) w m m w a 0 �NEER b/ O� o % W Q uM > U J o � o�d�ls e3a � SAP Li cD CD CD Z z CO �° O a ON Li U U N N O D C2, w O w m C) LLJ 00 ~ Y J X p (L Z = CLU 06 U OZ LZ a z z Y N C: U Y m � O m Q CU } Q o Z w � O Q U � L L O . PLOT DATE: Dec -8 -2014 06:14PM JOB NO.: 130205.01 FILE NAME: 130205.01- CH8- LAT2 -SSSD SCALE: HORIZ. 1" = 40' VERT: 1 " = 4' SHEET NO.: 10 OF 13 Z LLB O z cc 1c (L O 06 .J Z U 0- LL 1 o r w (n coo o w Z� Q O W 1 �U Q qO LLJ o-� M U M c (o v Q w '^ /� > Z zoo UvotS,W W 00WL Q J J ao U- :r' Z PLOT DATE: Dec -8 -2014 06:14PM JOB NO.: 130205.01 FILE NAME: 130205.01- CH8- LAT2 -SSSD SCALE: HORIZ. 1" = 40' VERT: 1 " = 4' SHEET NO.: 10 OF 13 r Z 0 Lj CD 00 p w I z m O Z o 0 a O p Y O o� _! o w 0 Q Q N Lam. cD c0 Q a. LL LLJ O N m T w p n W O� V) m H L� �/� C/) O W Z z p U LLJ ' V a => � 2 U Z U OZ o w Q a ` co o Z z o 0 z W 00WL - F- Y Cn - (n N Q Or Y _ Or m m O o = m 0:: U U Z Q L O Gl U af V af w 0 m m W a 0 0 ER b/ o CD � J J z V O a d � 1S�93a � S ' U Z 0 Lj CD 00 p w rn N � U m O Z o a a O p Y O o� _! o w 0 Q Q N Lam. cD c0 Q a. LL LLJ O N m T N~ Y J X p n W O� V) m H L� �/� C/) O W Zp: z p U LLJ ' V a => � 2 U Z U OZ � V, 0 w Q a ` co o Z z o 0 z W 00WL - ¢ J Z Y Cn - (n N Q Or Y _ Or m m O o = m 0:: U w Z Q L O ( y U af V af ' U Z J O Z a: a O o� _! Z Q U a. LL I O° T //� F- yr W W V) �/� C/) O W Zp: z p Z ' V a => <o�('W^ Z M O � V, 0 w Q (L U ` co o Z z o V od W W 00WL - ¢ J Z L J 00 LL - (n PLOT DATE: Dec -8 -2014 06:14PM Boa NO.: 130205.01 FILE NAME: 130205.01- CH8- LAT2 -SSSD SCALE: HORIZ. 1 " = 40' VERT: 1 " = 4' SHEET NO.: 4% 11 OF 13 Oy ° O� o I N " Q W 4 uM'J > U d Z V O 0 L0 r) P) Ln w U 0! W Z n- Ow �w p z U Qz =hl U F- E U W m p L W —s. W N� �o Z 0 > o or-- :2 o W Z m J Q Q w m 0 a m 0 0 m 0 a N � Lj Y 0 cn U N (n c0 c0 o m Ld of o N T o� ,- - Y J X p A W W / CD N m Fw- � 12 z w Z w U z G Ly z0 z Y N O Q Y C'J m a- m � O 0 _ m m < w Z w ��[ o Q ( U < L \��J U Vn w 0 r m j"j Oy ° O� o I N " Q W 4 uM'J > U d Z V O 0 L0 r) P) Ln w U 0! W Z n- Ow �w p z U Qz =hl U F- E U W m p L W —s. W N� �o ' U Z 0 > o or-- :2 o W Q � � L() Ov m J Q Q w m 0 a m 0 0 m Q- a N � Lj Y 0 UZ U N (n c0 c0 o m Ld of o N T o� ,- - Y J X p A W W / CD N m Fw- � 12 z 4� Z w U U OZ Ly z0 z Y N Q Y C'J m m � O 0 _ m m < Z w ��[ o Q ( U < L \��J ' U Z d' W W Z J J O 0 a a J o od UZ LL 0 a T A W W / /� w w w z z PLOT DATE: Dec -8 -2014 06:13PM JOB NO.: 130205.01 FILE NAME: 130205.01— CH9— LAT3 —SSSD SCALE: HORIZ. 1" = 40' VERT: 1 " = 4' SHEET NO.: 12 OF 13 r � G �I c� 4 I i 40 �Q 1 N 50' TC 346.10 FL 345.60 12' ,'I- ca 0 r" FILE NAME L: \ Projects\ 2013\ 130205.01 \ACAD \Improvements \SD -SS\ 130205.01- CH10- SUMP.dwa - LAST SAVE. 121812014 5:42:24 PM PDT 13 NOTE: SUMP SHALL BE MERGED WITH THE SUMP TO THE NORTH (TRACT 6824) INSTALL DRAIN OUTLET PER CITY STDS. D -9 & D -10 N TRACT BOUNDARY �6��1 FUTURE TRACT 6824ci 6co� 155.28' 135.39' STORM DRAIN BASIN TOP: 345.00 HWL: 342.32 c) BTM: 333.00 r" SIDE SLOPES: 2:1 d- N 52.31' 12' n N rn x 0 HINGE ip 4� CSOX LINE x DRAINAGE INLET Y�p 1�l EP CONSTRUCT COMMERCIAL DRIVE NOTE: SUMP SHALL BE MERGED WITH THE SUMP TO THE NORTH (TRACT 6824) INSTALL DRAIN OUTLET PER CITY STDS. D -9 & D -10 N TRACT BOUNDARY �6��1 FUTURE TRACT 6824ci 6co� 155.28' 135.39' STORM DRAIN BASIN TOP: 345.00 HWL: 342.32 c) BTM: 333.00 r" SIDE SLOPES: 2:1 d- N 52.31' 12' n N rn 1A INSTALL CHAINLINK FENCE W/ REDWOOD SLATS AND GATES PER CITY STDS. D -12 & D -13 f't0'<0 ati-'l �v• aDc�� x g0 a� 18 2� 9s' x 0 HINGE ip 4� CSOX 1A INSTALL CHAINLINK FENCE W/ REDWOOD SLATS AND GATES PER CITY STDS. D -12 & D -13 f't0'<0 ati-'l �v• aDc�� x g0 a� 18 2� 9s' BACK OF SIDEWALK 0 HINGE BOTTOM CSOX LINE DI DRAINAGE INLET Y�p EXISTING ELEVATION EP CONSTRUCT COMMERCIAL DRIVE FG FINISHED GRADE APPROACH PER C.O.B. STD. ST -2 FLOW LINE GB 25 � 86.04' - HP HINGE POINT �0 TC 345.10 HIGH WATER LEVEL IRR ,0 FL 344.80 FL 344.98 FL 344.60 LIP LIP OF GUTTER TC 344.89 t LANDSCAPE OG FL 344.39 P PAVEMENT GB TC 344.82 HILLGATE AVENUE PUBLIC UTILITY EASEMENT RD FL 344.32 TC TOP OF CURB 1 0 11 +00 TOP OF BLOCK WALL WM - - - 12 +00 000.00 PROPOSED ELEVATION S= 0.0000 \ \TC 345.13 \ FL 344.63 GB o o2s 2' CONSTRUCT CHAIN LINK FENCE WITH REDWOOD SLATS AT PROPERTY LINE PER C.O.B. STD. D -12, D -13 UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER 29 MIN., 4:1 MAX G8 '-T-r. FL 344. \ I G 544. yZ \ TC 345.09 FL 344.42 FL 344.59 TC 345.76 - - - - - - - - - - - - - -- FL 345.26 TC TC 344.89 N FL 5 FL 344.39 0 - TC 344.90 HINGE lly FL 344.40 LINE �flk ��� PLAN RETENTION BASIN 1 "=20' 12' 0 Q o °m N w w TOP OF SUMP ELEV. 345.00 SLOWEST INLET GUTTER ELEV. 344.05 DESIGN HIGH WATER: 343.00 co SD PIPE i-BOTTOM OF SUMP VATE PIPE OUTLET STRUCTURE PER C.O.B. STANDARDS D -9, D -10 RETENTION BASIN CROSS SECTION NOT TO SCALE NOTE: OVEREXCAVATE TO A DEPTH OF 22 FEET BELOW EXISTING GRADE (ELEVATION 323.00) AND BACKFILL TO ELEVATION OF 333.00 WITH CLEAN COHESIONLESS SAND CLASSIFIED AS SP OR SW IN THE UNIFIED SOILS CLASSIFICATION SYSTEM TO ENSURE ADEQUATE PERMEABILITY FOR WATER TO DRAIN IN SEVEN DAYS OR LESS. A SOILS ENGINEER IS REQUIRED TO BE ON SITE DURING CONSTRUCTION OF THE SUMP. LEGEND BSW BACK OF SIDEWALK BTM BOTTOM CSOX CHRISTY BOX DI DRAINAGE INLET (000.00) EXISTING ELEVATION EP EDGE OF PAVEMENT FG FINISHED GRADE FL FLOW LINE GB GRADE BREAK HP HINGE POINT HWL HIGH WATER LEVEL IRR IRRIGATION LIP LIP OF GUTTER LS LANDSCAPE OG ORIGINAL GROUND P PAVEMENT P,U.E. PUBLIC UTILITY EASEMENT RD DIRT ROAD TC TOP OF CURB TW TOP OF BLOCK WALL WM WATER METER 000.00 PROPOSED ELEVATION S= 0.0000 SLOPE, IN FOOT PER FOOT 0 PROPOSED PAVEMENT ' BARRICADE, B -1 V + STREET NAME SIGN CITY STANDARD RAMP BLOCK WALL DRAINAGE INLET, CITY STD. D -12 po STREET MONUMENT � m = � PHASE LINE Ni ivi- SCALE: 1"= 20' 20' 0' 20' NOTE. DRAINAGE STUDY HAS BEEN APPROVED BY THE CITY OF BAKERSFIELD az U 0 Z Z 0" OU m Q Q 0 c o 0 Ow a- O Y D 7) O UN N (n (D cD Q LL w Of C3 N m J J V O� N m _ Z H (if U W O U Z o a 0 O O I Z Y (n Y F- Y 4> O a Q m o m U cn Q C r ' Q m Z LLJ D- U : _ ; QUO U <' Li w � Q d U � Z o Li zoo Vod H o [L Lu 0X Q �� Lu 0 J m m w a 0 b\ oy�Eft yd0 o � � � J N M Q w = U ti o�d�rs Or PLOT DATE: Dec -8 -2014 06:18PM JOB NO.: 130205.01 FILE NAME: 130205.01 -CH 10 -SUMP SCALE: 1"=20' SHEET NO.: 13 OF 13 U 0 Z 0" OU m Q Q Z c o 0 Ow a- O Y D 7) O UN N (n (D cD Q LL Of C3 N m J J V O� N m _ H U W O U Z LL a 0 O O I Z Y (n Y F- Y 4> O Q m o m U cn Q C r ' Q m Z LLJ D- : _ ; QUO U <' taco PLOT DATE: Dec -8 -2014 06:18PM JOB NO.: 130205.01 FILE NAME: 130205.01 -CH 10 -SUMP SCALE: 1"=20' SHEET NO.: 13 OF 13 U Z Z O LL J J V H W LL O O r F- Z CA Lu W N Q o cn O ' Q m Z : _ ; QUO co -i ra Z O taco w � Q d U � Z o Z zoo Vod H o [L Lu 0X Q �� Lu J PLOT DATE: Dec -8 -2014 06:18PM JOB NO.: 130205.01 FILE NAME: 130205.01 -CH 10 -SUMP SCALE: 1"=20' SHEET NO.: 13 OF 13