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HomeMy WebLinkAbout5.4-12062 Ph 2211N , m E, l3e,12-02.0 lzyf-1 10 �i REVIEWS BY. - APPROVED BY- �) nj BENCHMARK USED: TOP OF CONCRETE MONUMENT IN LAMPHOLE AT CENTERLINE INTERSECTION OF PADDINGTON STREET AND STOCKDALE RANCH DRIVE. ELEVATION = 350.57 (CITY DATUM) PER TRACT 7240-2 w 1 BASIS OF BEARINGS: THE BEARING OF NORTH 89°27'57" WEST FOR THE NORTH LINE OF THE NORTHWEST QUARTER OF SECTION 3, T. 30 S., R. 26 E., M.D.B,& M. (ALSO BEING THE CENTERLINE OF STOCKDALE HIGHWAY) PER PARCEL MAP 12062-2 FILED IN BOOK 60 OF PARCEL MAPS AT PAGE 153 IN THE OFFICE OF THE KERN COUNTY RECORDER'S OFFICE WAS USED AS THE BASIS OF BEARINGS SHOWN UPON THIS MAP. A PORTION OF PARCEL 1 OF PARCEL MAP 12062-2 AS PER MAP RECORDED MARCH 7, 2017 IN BOOK 60 OF PARCEL MAPS AT PAGE 153 IN THE OFFICE OF THE KERN COUNTY RECORDER, ALSO BEING A DIVISION OF A PORTION OF THE NORTHWEST QUARTER OF SECTION 3, TOWNSHIP 30 SOUTH, RANGE 26 EAST, MOUNT DIABLO BASE AND MERIDIAN, IN THE CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA. VICINITY MAP NO SCALE VA mall a N I PORTION OF PARCEL 1 BAKERSFIELumm', CALIFORNIA MATERIALS LIST FSTINATFC Qh AN 7TIFS FOR PLAN CHECK ND INSPEC [ION -EE CALCULATIONS. NOT 0 D' USED F09 BIDDING PURPOSES. BLOCK WALL 6'-8" WALL 1,166 LF 7'--4" WALL 474 LF 8 0" MALI_ 13 LF CD TITLE SHEET (2) GENERAL NOTES TYPICAL SECTIONS O WESTSIDE PARKWAY ALIGNMENT FREEWAY INTERCHANGE ALIGNMENT LEGEND (ZX SIdF[T NDEX NUMBER _ — — PROPOSED BLOCK WAI..I_ ri S' d�UO Om zR pW :�2Wla- ¢_ O FLL�0Z ®40 rsu,xw}z:n�,- t-�Oa:FdZ v>eri l� '+�WLLi d'U01=(9K 8. wq$LLp 4 wou O U d T �ado w y �Pn4'k Fr�x. Fll . - S - N noap O+pa 5i w dwZ CKW�-':n CJ �M=dLW(JdU-w go,<Q�d S a . o4x"E'dx Oa G C Q�zz=oHa� LLsow au. 'ao C( C G < U G p < V V p�0U d04�Y 0�4d mitis uli 4�Vd DZCCw ww 3wz fi P e4r�ci "a7sg W dy, pL1 4 4 Z w N W4.ZN �JO rr s IGO wmWtanW�V}NU W VIp� a' S7,CITT i T s r :HW Y 44A Z,ZU�Ck WSW ��ZFAww Lli _---_ -_ _ _- * LLJ CL Xi o j ,w -w cn PRpOw9JECT\ \ r Q D<�41=ZQw {n il NTE W�mzoaz=g w w w / w' W z Uzui RA.-, 119 4 LLJ e �Oa x4Wo4 ZJ ?, L..% a"W3-Pi­ •,,. PACT LLJ �zno — I--ME00, OOQu Ac r 0 krt -N" �.� I' tii:T i ILIIRACT T', I K RN JOINA RA'EH F, NCY VICINITY MAP NO SCALE VA mall a N I PORTION OF PARCEL 1 BAKERSFIELumm', CALIFORNIA MATERIALS LIST FSTINATFC Qh AN 7TIFS FOR PLAN CHECK ND INSPEC [ION -EE CALCULATIONS. NOT 0 D' USED F09 BIDDING PURPOSES. BLOCK WALL 6'-8" WALL 1,166 LF 7'--4" WALL 474 LF 8 0" MALI_ 13 LF CD TITLE SHEET (2) GENERAL NOTES TYPICAL SECTIONS O WESTSIDE PARKWAY ALIGNMENT FREEWAY INTERCHANGE ALIGNMENT LEGEND (ZX SIdF[T NDEX NUMBER _ — — PROPOSED BLOCK WAI..I_ ri S' d�UO Om zR pW :�2Wla- ¢_ O FLL�0Z ®40 rsu,xw}z:n�,- t-�Oa:FdZ v>eri l� '+�WLLi d'U01=(9K 8. wq$LLp 4 wou O U d T �ado w y �Pn4'k Fr�x. Fll . - S - N noap O+pa 5i w dwZ CKW�-':n CJ �M=dLW(JdU-w go,<Q�d S a . o4x"E'dx Oa G C Q�zz=oHa� LLsow au. 'ao C( C G < U G p < V V p�0U d04�Y 0�4d mitis uli 4�Vd DZCCw ww 3wz fi P e4r�ci "a7sg OF SOUP ERNCAURONA �a © p04E p8 PSN STREET PERMIT NO _•` ' <, AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC x 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 RIGHT OF WAY AND t` INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A PERMIT. CITY INSPECTION NOTE Al \\\� o ID. Gi f.4..G NO CITY INSPECTIONS SHALL BE GIVEN FOR THE WORK IN THIS AREA UNTIL AN ENCROACHMENT PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED. DIAL TOLL FREE 1-00-227-2669 A.TkEEASTIWODAYS BEFORE YOU DIG W dy, pL1 4 4 Z w N W4.ZN �JO rr KJq Z`nZ40 p WtJSWQp.S� IGO wmWtanW�V}NU W VIp� fllw � 44A Z,ZU�Ck WSW ��ZFAww Lli 1w 2 JZ LLJ CL Xi o j ,w -w cn w 2fw11R0�4w40 Q D<�41=ZQw {n LL W�mzoaz=g w w w / w' W z Uzui LLJ e �Oa x4Wo4 ZJ ?, L..% a"W3-Pi­ zoowoo Y J Z w_ ¢—worawW Wr�a cD '� LLJ w m— =?-4 W:s5woo I--ME00, OOQu OF SOUP ERNCAURONA �a © p04E p8 PSN STREET PERMIT NO _•` ' <, AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC x 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 RIGHT OF WAY AND t` INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A PERMIT. CITY INSPECTION NOTE Al \\\� o ID. Gi f.4..G NO CITY INSPECTIONS SHALL BE GIVEN FOR THE WORK IN THIS AREA UNTIL AN ENCROACHMENT PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED. DIAL TOLL FREE 1-00-227-2669 A.TkEEASTIWODAYS BEFORE YOU DIG - -- _- - SlO fC ALE HIGHWAY ---- 1 ITE �.a. I.. 1 I -'1 s + i Ra T C i I Ic it PARCEL 3 T P.M. NO. 1.2062-2 �' A '' �p (Pf zi J I Z! F / IA PAD( ] 3 P.M. NO. 12062 2 l KEY MAP SCALE: 1'=200' � w N rr z IGO - -- _- - SlO fC ALE HIGHWAY ---- 1 ITE �.a. I.. 1 I -'1 s + i Ra T C i I Ic it PARCEL 3 T P.M. NO. 1.2062-2 �' A '' �p (Pf zi J I Z! F / IA PAD( ] 3 P.M. NO. 12062 2 l KEY MAP SCALE: 1'=200' '=NIATIVF TRACT 731? rt . uui uui uuI i i a � w N rr z '=NIATIVF TRACT 731? rt . uui uui uuI i i a � w N D. z z za � Izuj ws w o j ,w LL a oia DATE 412212020 SHEET OF 4 SHEETS GENERAL NOTES 1. ALL CONSTRUCTION SHALL CONFORM TO THIS PLAN, THE CALIFORNIA BUILDING CODE, CITY OF BAKERSFIELD ORDINANCE, LATEST EDITION AND STANDARDS PERTAINING THERETO. THESE DOCUMENTS SHALL BE MADE A PART HEREOF. 2. ALL CONSTRUCTION WITHIN THE CITY RIGHT-OF-WAY OR CITY EASEMENTS SHALL BE IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARDS AND STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS DATED 2010. THESE STANDARDS, DRAWINGS AND DETAILS SHALL BE CONSIDERED A PART OF THESE PLANS AND THE CONTRACTOR SHALL OBTAIN A COPY FOR HIS USE. 3. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL NECESSARY PERMITS BEFORE START OF CONSTRUCTION. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK TO BE PERFORMED IN THE EXISTING, ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY AN IMPROVEMENT AGREEMENT, APPROVED INSURANCE AND SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE STREET RIGHT-OF-WAY SHALL BE POSTED PRIOR TO ISSUANCE OF A PERMIT. 4. 24 HOUR NOTICE: PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION SECTION SHALL BE GIVEN AT LEAST 24 HOURS NOTICE. THE SECTION MAY BE NOTIFIED AT (661) 326-3049. 5. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING DIMENSIONS, DATA AND MEASUREMENTS AT THE BUILDING SITE PRIOR TO CONSTRUCTION. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. PORTER & ASSOCIATES, INC. MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. 6. EXISTING UTILITY AND UNDERGROUND LINES HAVE BEEN SHOWN ON THIS PLAN ACCORDING TO AVAILABLE RECORDS. THE ENGINEER IS NOT RESPONSIBLE FOR POSSIBLE ERRORS OR OMISSIONS. THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO BEGINNING OF ANY WORK. UNDERGROUND SERVICE ALERT (U.S.A.: 1-800-227-2600) SHALL BE CONTACTED AT LEAST TWO WORKING DAYS PRIOR TO ANY CONSTRUCTION OR EXCAVATION. 7. ANY EXISTING IMPROVEMENTS OR UTILITIES THAT ARE REMOVED, DAMAGED OR UNDERCUT BY CONTRACTOR'S OPERATIONS SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE, AS DIRECTED BY THE ENGINEER AND APPROVED BY THE GOVERNING AUTHORITY. 8. IF A PROBLEM OR CONFLICT SHOULD ARISE DURING THE COURSE OF THE PROJECT, IT IS THE RESPONSIBILITY OF THE OWNER OR THE CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIATELY PRIOR TO ANY FURTHER WORK. 9. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, TOOLS, EQUIPMENT AND SUPERVISION NECESSARY FOR A COMPLETE AND FUNCTIONAL PRODUCT. 11. ALL WORK WHICH IS DEFECTIVE IN ITS CONSTRUCTION OR DEFICIENT IN ANY OF THE REQUIREMENTS OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE REMEDIED, OR REMOVED AND REPLACED BY THE CONTRACTOR IN AN ACCEPTABLE MANNER, AND NO COMPENSATION WILL BE ALLOWED FOR SUCH CORRECTION. 10. IN THE EVENT CONSTRUCTION STAKING BASED ON THE CONSULTANT'S PLANS, DRAWINGS OR OTHER DOCUMENTS IS ACCOMPLISHED BY ANYONE OTHER THAN THE CONSULTANT, THE OWNER OR CONTRACTOR SHALL NOTIFY THE BUILDING OFFICIAL IN WRITING AS TO THE CHANGE OF ENGINEER IN RESPONSIBLE CHARGE. 12. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; INCLUDING EROSION, SEDIMENTATION & DUST CONTROL PLAN AND STORM WATER POLLUTION PREVENTION PLAN IMPLEMENTATION AND THE SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. PARCEL 1 OF P.M. NO. 12062-2 (PARK WEST APARTMENTS) z 'o 2" MORTAR CAP ,m GENERAL NOTES CONTINUED: 13. IF THE CONTRACTOR IS IN DOUBT AS TO THE MEANING OF ANY PART OF THE DRAWINGS AND SPECIFICATIONS OR FINDS DISCREPANCIES IN OR OMISSIONS FROM THE DRAWINGS, HE SHALL SUBMIT A WRITTEN REQUEST FOR AN INTERPRETATION OR A CORRECTION THEREOF, PRIOR TO FILING HIS BID PRICE FOR THE PROJECT. 14. PORTER & ASSOCIATES, INC. WILL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ANY AND ALL CHANCES TO THESE PLANS MUST BE APPROVED IN WRITING BY PORTER & ASSOCIATES, INC. 15. 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 RIGHT OF WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A PERMIT. 16. NO CITY INSPECTIONS WILL BE GIVEN FOR THE WORK IN THIS AREA UNTIL A SUBDIVISION PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED. 17. ANY WORK CONNECTING TO EXISTING PUBLIC FACILITIES FROM PRIVATE PROPERTY WILL REQUIRE AN ENGINEER'S ESTIMATE FOR THE WORK IN THE EXISTING PUBLIC RIGHT-OF-WAY TO ESTABLISH THE NECESSARY DEPOSIT FOR A STREET PERMIT. (FOR TRACTS WITH PRIVATE STREETS, PARCEL MAP IMPROVEMENTS, OR PUBLIC TRACTS WITHOUT RECORDED MAPS). 18. ANY ITEMS IN PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR DO NOT MEET CURRENT STANDARDS SET BY PUBLIC WORKS WILL REQUIRE REPAIRING AND/OR UPGRADING AS PER CITY ENGINEER. 19. NORMAL STAKING AND MARKING OF THE PROJECT WILL BE SUPPLIED ONLY ONCE. ALL RESTAKING OR REMARKING SHALL BE AT THE EXPENSE OF THE CONTRACTOR. 20. ALL CONSTRUCTION SHALL CONFORM TO THIS PLAN, THE CALIFORNIA BUILDING CODE, LATEST EDITION, AND STANDARDS PERTAINING THERETO, AND THE GEOTECHNICAL INVESTIGATION PREPARED BY SOILS ENGINEERING, INC. JOB NO. 17-16385, DATED DECEMBER 15, 2017, AND ANY ADDENDUM THERETO. THESE DOCUMENTS SHALL BE MADE A PART HEREOF. THE CONTRACTOR SHALL OBTAIN A COMPLETE COPY OF EACH. 21. 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. 22. MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK TO FACE OF WALL OR STRUCTURE SHALL BE 4;1, EXCEPT FOR TWO FEET BEHIND SIDEWALK WHERE THE MAXIMUM SLOPE SHALL BE 2%. ALTERNATIVELY, THE CITY ENGINEER MAY APPROVE CURBING BEHIND SIDEWALK OR OTHER METHOD TO PREVENT EROSION ONTO THE SIDEWALK. WESTSIDE PARKWAY ALIGNMENT OR FREEWAY INTERCHANGE ALIGNMENT #4 CONT. 0 32" O.C. CTR. -#4 0 32" O.C. A PORTION OF PARCEL 1 OF P.M. NO. 12062-2 (PARK WEST APARTMENTS) 2" MORTAR CAP WESTSIDE PARKWAY ALIGNMENT OR FREEWAY INTERCHANGE ALIGNMENT CONT. TYP. CONT. 0 32" O.C. CTR. -#4 0 24" O.C. WALL NOTES 1. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING AND GRADING ALONG THE WALL LINE. 2. BEARING SOIL SHALL BE COMPACTED T 9 e F BY 0 0% 0 MAXIMUM DRY DENSITY AS DETERMINED ASTM D-1557 TO A DEPTH OF 12 INCHES BELOW BOTTOM OF FOOTING. 3. EXCAVATED AREAS WIDER THAN WIDTH OF FOOTING SHALL BE RECOMPACTED TO 90% RELATIVE COMPACTION TO TOP OF FOOTING OR FILLED WITH CONCRETE. 4. FOR ALL BLOCK WALLS WITHIN THE CITY RIGHT-OF-WAY OR EASEMENTS, THE CONTRACTOR WILL BE RESPONSIBLE FOR COMPACTION TESTS. THE NUMBER AND LOCATION OF TESTS TO BE DETERMINED BY THE CITY ENGINEER. 5. WATERPROOF SURFACE IN ACCORDANCE WITH WATERPROOFING SPECIFICATIONS. COAT ONLY THAT PORTION BELOW HIGHEST GRADE SIDE DOWN TO FOOTING. 6. OMITTED HEAD JOINTS SHALL SERVE AS WEEP HOLES. HEAD JOINTS SHALL BE OMITTED AT A SPACING OF 16 INCHES ON CENTER. DO NOT WATERPROOF OVER OMITTED HEAD JOINTS. 7. FOR BLOCK WALLS THAT SERVE AS SCREEN FENCES, PROVIDE VERTICAL EXPANSION JOINTS PER BLOCK MANUFACTURER'S RECOMMENDATIONS. IF NO RECOMMENDATIONS EXIST, PROVIDE EXPANSION JOINTS WITH 3/8" -MAX. GAP AT MAXIMUM 48 FOOT INTERVALS ALONG THE ENTIRE LENGTH OF THE CONCRETE MASONRY BLOCK WALL. 8, THE HEIGHT OF BLOCK WALLS THAT SERVE AS SCREEN FENCES SHALL BE C-0" MIN. MEASURED FROM THE HIGHEST ADJACENT GROUND. 9. MASONRY BLOCK WALL PATTERN SHALL BE RUNNING BOND (COMMON BOND), UNLESS OTHERWISE NOTED, 10. REBAR SPLICES SHALL BE LAPPED MINIMUM 24" FOR #4 BARS & 36" FOR #5 BARS. 11. ALL REBAR ADJACENT TO SOIL SHALL HAVE 3 INCH MIN. CONCRETE COVER. 12. GROUT ALL CELLS CONTAINING REBAR, TYPICAL. 13. FOR OTHER IMPROVEMENTS NOT SHOWN, REFER TO GRADING PLAN, STREET PLANS, SEWER & STORM DRAIN PLANS, WATER PLANS AND DRY UTILITY PLANS FOR THIS MAP. A PORTION OF PARCEL 1 OF P.M. NO. 12062-2 (PARK WEST APARTMENTS) 2" MORTAR CAP m m O 2 m x j m m 02 Y U m U N U m WESTSIDE PARKWAY ALIGNMENT OR FREEWAY INTERCHANGE ALIGNMENT CONT. TYP. #4 0 24"0.C. GTR. #4 CONT. 0 32" O.C. (4 TOTAL) WATERPROOFING SPECIFICATIONS 1. WATERPROOF SURFACE WITH 1/4" -THICK ASPHALTIC WATERPROOF COATING OR APPROVED EQUAL AS PER CITY STANDARD L-8. STRUCTURAL NOTES GENERAL NOTES 1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE NTH APPLICABLE SECTIONS OF THE CALIFORNIA BUILDING CODE, LATEST EDITION. FOUNDATION NOTES 1. FOR ALLOWABLE SOIL BEARING VALUES REFER TO THE SOILS REPORT AS PROVIDED. CONCRETE NOTES 1. MATERIALS: 1. REINFORCING: ASTM A615, GRADE 60 DEFORMED BARS. 2. CEMENT: PORTLAND CEMENT, TYPE II, 2500 PSI 0 28 DAYS 3. AGGREGATE: ASTM C-33. 4. WATER: CLEAN AND DRINKABLE. 5. ADMIXTURES: ONLY AS APPROVED BY THE ENGINEER. 2. CONCRETE MIX DESIGN FOR FOOTINGS: 1. CALTRANS MINOR CONCRETE, 2500 PSI AT 28 DAYS. 2. 505 LB OF CEMENT (MIN) PER CUBIC YARD. 3. 3/4" AGGREGATE (MAX). 4. 5' SLUMP - MAXIMUM WATER/CEMENT RATIO: 0.55 (MAX). MASONRY NOTES 1. MATERIALS: 1. CONCRETE BLOCK MASONRY UNITS: ASTM C-90. 2. REINFORCING: ASTM A615, GRADE 60 DEFORMED BARS. 3. ADMIXTURES: ONLY AS APPROVED BY THE ENGINEER. 2. MORTAR: 1. STRENGTH: TYPE S, 1900 PSI 0 28 DAYS. 3. GROUT: 1. STRENGTH: 2000 PSI @ 28 DAYS. 2. CONCRETE BLOCK MASONRY UNITS SHALL BE DRY AND CLEAN BEFORE GROUTING OPERATION. A PORTION OF PARCEL 1 OF P.M. NO. 12062-2 (PARK WEST APARTMENTS) 2" MORTAR CAP N ip O Z w�l � m x, j � m O � y LL O fom *FG WESTSIDE PARKWAY ALIGNMENT OR FREEWAY INTERCHANGE ALIGNMENT CONT. TYP. #4 0 16" O.C. CTR. #4 CONT. 0 32" O.C. (4 TOTAL) *FG *FG *FG *FG z D z L z 0 z -_-� -_ _ _ -_ _ o - _ o o E O O m O 0 W� 2 O W E OMIT HEAD �0 - �0 OMIT HEAD _ r0 W OMIT HEAD ¢ L¢ OMIT HEAD v ALTERNATE c `v w o as w O ,�. ALTERNATE v a w iv a m o 0 JOINTS ®FG w x JOINTS ®FG O xa J c JOINTS ® FG ALTERNATE a N xa j N x _ v JOINTS ® FG ALTERNATE *FG LEGS *FG- x O x *FG LEGS "FG p o LEGS o ¢ o L LEGS a o a� a� `-Xa- `gym *FG *FG �w �m *FG *FG 1m '0 m _7 10 1O #4 CONT #4 CONT. TYP. ` O -.- � #4 CONT. Oj #4 CONT. TYP. c TYP. (3 TOTAL) -a1 - TYP. i - (3 TOTAL) i (3 TOTAL) ` (3 TOTAL) f 3" CLR.-- 3" CLR. I-� #4 ®12" O.C. 3" CLR.- - m 3" CLR. #4 ®16. O.C. p p TYP. 12' {I--1._6.�� TYP. ."...12"--2•-0 0 d TYP. L._12" 1._6..� 0 d TYP.--72"�---2� � F 3.-D" 2'-6.• n 3'-0" ^� 2'-6" M In NOTE 1. � FG EQUAL BOTH SIDES 2. TOP OF FOOTING ON STREET SIDE WITH LANDSCAPE IRRIGATION SHALL BE A MINIMUM OF 10" BELOW GRADE AT 12" OR MORE BEYOND THE FACE OF WALL. THE FOOTINGS SHALL NOT BE OVER -POURED BEYOND THE DESIGNED DIMENSIONS ON THE STREET SIDE OF WALL. 3. TOP OF FOOTING CAN HAVE A MINIMUM OF 4" OF COVER IF IRRIGATION LINE IS PLACED BEYOND THE FOOTING. a)6'-8- OR 7'-4" WALL MID-SECTION N.T.S. NOTE 1. - FG EQUAL BOTH SIDES 2. TOP OF FOOTING ON STREET SIDE WITH LANDSCAPE IRRIGATION SHALL BE A MINIMUM OF 10" BELOW GRADE AT 12" OR MORE BEYOND THE FACE OF WALL. THE FOOTINGS SHALL NOT BE OVER -POURED BEYOND THE DESIGNED DIMENSIONS ON THE STREET SIDE OF WALL. 3. TOP OF FOOTING CAN HAVE A MINIMUM OF 4" OF COVER IF IRRIGATION LINE IS PLACED BEYOND THE FOOTING. 6'-8" OR 7'-4" WALL END -SECTION N.N.-T.S. NOTE 1, a FG EQUAL BOTH SIDES 2. TOP OF FOOTING ON STREET SIDE WITH LANDSCAPE IRRIGATION SHALL BE A MINIMUM OF 10" BELOW GRADE AT 12" OR MORE BEYOND THE FACE OF WALL. THE FOOTINGS SHALL NOT BE OVER -POURED BEYOND THE DESIGNED DIMENSIONS ON THE STREET SIDE OF WALL. 3. TOP OF FOOTING CAN HAVE A MINIMUM OF 4" OF COVER IF IRRIGATION LINE IS PLACED BEYOND THE FOOTING. 8'-0" WALL MID-SECTION NTS IF * FG EQUAL BOTH SIDES 2. TOP OF FOOTING ON STREET SIDE WITH LANDSCAPE IRRIGATION SHALL BE A MINIMUM OF 10" BELOW GRADE AT 12" OR MORE BEYOND THE FACE OF WALL. THE FOOTINGS SHALL NOT BE OVER -POURED BEYOND THE DESIGNED DIMENSIONS ON THE STREET SIDE OF WALL. 3. TOP OF FOOTING CAN HAVE A MINIMUM OF 4" OF COVER IF IRRIGATION LINE IS PLACED BEYOND THE FOOTING. 8'-0" WALL END -SECTION NTS 3 c 12 � Plh I)- o M COB RECORDS No. \odd U .r ¢ U) z U) O z� q QWN w O Q J< CN c) LL QOSQ Z J OW W Jwfy z CLO -Q W Z (W V z 0 N > W K DATE4/22/2020 PA JOB No. 3100A SHEET 2 OF 4 SHEETS OWUO w"6m f `/ w 0`w'w tiww mmril_" Fp Z M �r0j2_Lb� M 0)to yw K NSw~Z>WIO io�mma � RO ro��OZ�NviU Z E O ww��Jz�w�LL W `DCN � M Or�F�E¢LL�x N Q mo 33 p- da-mW,S azc`igW3 > U � O WOOQ ¢NwU - o p arcoS'uO'3zOzmw (d N X O viwYw"y�ao ad m D- �U ��og,ogo�oza wz3w ryw ^ U Y Z N owawoaw�m Yn�oom d m N W 'm Fxp`c3 og3a3�ozo� 06 W 4) o Z N p p�owiwoz> CO N aOwwwLLrct52 �j W Z N M W azWrw>pm xF zm3rzmmO OBD w �iu j()U�ogLL 1..1- O O � `n wm �zzawwwm ��ow�oWa ors LI N K UQ>Q O O z S m W W p U 2� LL ;zrx>pJpz� o�KwN orya wOm wGp0w Wj mr� L 4 y > W _m m_ T r O O N (9 m � z U Z Oww�_O mdm IFOa200.p K¢4 WESTSIDE PARKWAY ALIGNMENT OR FREEWAY INTERCHANGE ALIGNMENT CONT. TYP. #4 0 16" O.C. CTR. #4 CONT. 0 32" O.C. (4 TOTAL) *FG *FG *FG *FG z D z L z 0 z -_-� -_ _ _ -_ _ o - _ o o E O O m O 0 W� 2 O W E OMIT HEAD �0 - �0 OMIT HEAD _ r0 W OMIT HEAD ¢ L¢ OMIT HEAD v ALTERNATE c `v w o as w O ,�. ALTERNATE v a w iv a m o 0 JOINTS ®FG w x JOINTS ®FG O xa J c JOINTS ® FG ALTERNATE a N xa j N x _ v JOINTS ® FG ALTERNATE *FG LEGS *FG- x O x *FG LEGS "FG p o LEGS o ¢ o L LEGS a o a� a� `-Xa- `gym *FG *FG �w �m *FG *FG 1m '0 m _7 10 1O #4 CONT #4 CONT. TYP. ` O -.- � #4 CONT. Oj #4 CONT. TYP. c TYP. (3 TOTAL) -a1 - TYP. i - (3 TOTAL) i (3 TOTAL) ` (3 TOTAL) f 3" CLR.-- 3" CLR. I-� #4 ®12" O.C. 3" CLR.- - m 3" CLR. #4 ®16. O.C. p p TYP. 12' {I--1._6.�� TYP. ."...12"--2•-0 0 d TYP. L._12" 1._6..� 0 d TYP.--72"�---2� � F 3.-D" 2'-6.• n 3'-0" ^� 2'-6" M In NOTE 1. � FG EQUAL BOTH SIDES 2. TOP OF FOOTING ON STREET SIDE WITH LANDSCAPE IRRIGATION SHALL BE A MINIMUM OF 10" BELOW GRADE AT 12" OR MORE BEYOND THE FACE OF WALL. THE FOOTINGS SHALL NOT BE OVER -POURED BEYOND THE DESIGNED DIMENSIONS ON THE STREET SIDE OF WALL. 3. TOP OF FOOTING CAN HAVE A MINIMUM OF 4" OF COVER IF IRRIGATION LINE IS PLACED BEYOND THE FOOTING. a)6'-8- OR 7'-4" WALL MID-SECTION N.T.S. NOTE 1. - FG EQUAL BOTH SIDES 2. TOP OF FOOTING ON STREET SIDE WITH LANDSCAPE IRRIGATION SHALL BE A MINIMUM OF 10" BELOW GRADE AT 12" OR MORE BEYOND THE FACE OF WALL. THE FOOTINGS SHALL NOT BE OVER -POURED BEYOND THE DESIGNED DIMENSIONS ON THE STREET SIDE OF WALL. 3. TOP OF FOOTING CAN HAVE A MINIMUM OF 4" OF COVER IF IRRIGATION LINE IS PLACED BEYOND THE FOOTING. 6'-8" OR 7'-4" WALL END -SECTION N.N.-T.S. NOTE 1, a FG EQUAL BOTH SIDES 2. TOP OF FOOTING ON STREET SIDE WITH LANDSCAPE IRRIGATION SHALL BE A MINIMUM OF 10" BELOW GRADE AT 12" OR MORE BEYOND THE FACE OF WALL. THE FOOTINGS SHALL NOT BE OVER -POURED BEYOND THE DESIGNED DIMENSIONS ON THE STREET SIDE OF WALL. 3. TOP OF FOOTING CAN HAVE A MINIMUM OF 4" OF COVER IF IRRIGATION LINE IS PLACED BEYOND THE FOOTING. 8'-0" WALL MID-SECTION NTS IF * FG EQUAL BOTH SIDES 2. TOP OF FOOTING ON STREET SIDE WITH LANDSCAPE IRRIGATION SHALL BE A MINIMUM OF 10" BELOW GRADE AT 12" OR MORE BEYOND THE FACE OF WALL. THE FOOTINGS SHALL NOT BE OVER -POURED BEYOND THE DESIGNED DIMENSIONS ON THE STREET SIDE OF WALL. 3. TOP OF FOOTING CAN HAVE A MINIMUM OF 4" OF COVER IF IRRIGATION LINE IS PLACED BEYOND THE FOOTING. 8'-0" WALL END -SECTION NTS 3 c 12 � Plh I)- o M COB RECORDS No. \odd U .r ¢ U) z U) O z� q QWN w O Q J< CN c) LL QOSQ Z J OW W Jwfy z CLO -Q W Z (W V z 0 N > W K DATE4/22/2020 PA JOB No. 3100A SHEET 2 OF 4 SHEETS CONSTRUCTION NOTES LEGEND e/ i.O-B.— o.- ALL STATIONS AND OFFSETS ARE TO WESTSIDE PARKWAY FACE OF WALL. PC = PROPERTY CORNER R/W = RIGHT OF WAY 5- —_— AP = ANGLE POINT TOF = TOP OF FOOTING BACK OF WALL IS ALSO FREEWAY INTERCHANGE BOUNDARY LINE. BC = BEGIN CURVE CTR = CENTER CL = CENTERLINE TOW = TOP OF WALL CONC = CONCRETE RETG = RETAINING w i3i�zawoo �,� moymvzi� CONST = CONSTRUCTION MAX = MAXIMUM EC = END CURVE MIN = MINIMUM K'oirkuo<=aE2 FTG = FOOTING CLR = CLEAR Z GB = GRADE BREAK WL = WALL STATION LS = LANDSCAPE T.O.B. = TOP OF BERM A PORTION OF PARCEL 1 OF P.M. NO. 12062-2 WESTSIDE PARKWAY (PARK WEST APARTMENTS) ALIGNMENT z- m! E TEMPORARY CONSTRUCTION EASEMENT FOR WALL CONSTRUCTION IN FAVOR OF THE CITY OF (FIELD PER DEED RECORDED MARCH 19, 2020 :UMENT NO. 220036894 OF OFFICIAL RECORDS Q 0 AA V (2 1) n NN Q \\ \\ \ Q U w \ U C2 sa — — — �55 56 364............ 356:. � r 352: A TYPICAL SECTION 3 NOT TO SCALE A PORTION OF PARCEL 1 OF P.M. NO. 12062-2 (PARK WEST APARTMENT SITE) LINE (BACK OF WALL) — — — — — — — — \ — — — — —T O.B. — — — — — — — — — — — — — — — \ — — — sT sa s9 843'11'16"W eo 1 J ^ o GRANT DEED TO THE CITY OF BAKERSFIELD PER DEED RECORDED NOVEMBER 16, 2018 AS DOCUMENT N0. 218151156 OF OFFICIAL S � (WESTSIDE PARKWAY AND FREEWAY INTERCHANGE ALIGNMENT(S) f NN p0 3 4-i n� }} J Om N 3 o w WESTSIDE PARKWAY S43'11'16"W '7 — — T — _I — +-—' i EC 50000' R 57 00' RAD. 6B 59 60 WESTSIDE PARKWAY ALIGNMENT J 3 CURVE TABLE e/ i.O-B.— o.- TANGENT C1 4895.50' 455.07' 0579'34" 227.70' 5- —_— 239.00' (P� - — __ i �.0.6— -----T.(H.� w i3i�zawoo �,� moymvzi� li Q 0 AA V (2 1) n NN Q \\ \\ \ Q U w \ U C2 sa — — — �55 56 364............ 356:. � r 352: A TYPICAL SECTION 3 NOT TO SCALE A PORTION OF PARCEL 1 OF P.M. NO. 12062-2 (PARK WEST APARTMENT SITE) LINE (BACK OF WALL) — — — — — — — — \ — — — — —T O.B. — — — — — — — — — — — — — — — \ — — — sT sa s9 843'11'16"W eo 1 J ^ o GRANT DEED TO THE CITY OF BAKERSFIELD PER DEED RECORDED NOVEMBER 16, 2018 AS DOCUMENT N0. 218151156 OF OFFICIAL S � (WESTSIDE PARKWAY AND FREEWAY INTERCHANGE ALIGNMENT(S) f NN p0 3 4-i n� }} J Om N 3 o w WESTSIDE PARKWAY S43'11'16"W '7 — — T — _I — +-—' i EC 50000' R 57 00' RAD. 6B 59 60 WESTSIDE PARKWAY ALIGNMENT J 3 CURVE TABLE CURVE RADIUS LENGTH DELTA TANGENT C1 4895.50' 455.07' 0579'34" 227.70' C2 1 5000.00' 477.63' 05'28'24' 239.00' ®62 V 2 HORIZONTAL:. 1"=40' VERTICAL: 1'=4' 1233.65' - 4-- 67 62 63 6s W C� Z Q _ � 7 �Z F Ld w Z N ?� ¢ UN W W W PESO, moo d oda HmiijiFo Z M w i3i�zawoo �,� moymvzi� rn O o K'oirkuo<=aE2 W Z 'E wiow �.apLLi�i, z lc'xJxwz9 „p M i �a»zz�pw3 ; CONSTRUCTION NOTES LEREND Li _ + 4 A ALL STATIONS AND OFFSETS ARE TO WESTSIDE PARKWAY FACE CF W.AI_ PC = PROPERTY CORNER RfW = RIGHT OF WAY to AP = ANGLE POINT TOF = TOP OF FOOTING HACK OF WALL IS ALSO FREEWAY INTERCHANGE BOUNDARY LINE. BC = BEGIN CURVE C"FR = CENTER z CL = CEJTERU E TOW = TOP OF WALL ! UO COMO = CONCRETE RETS = RETAINING I CONST = CONSTRUCTION MAX = MAXIMUM r J Qq 1 EC = END CURVE MIN = MINIMUM FTG = FOOTING CLR = CLEAR nEU O 7 X 4 GB = GRADE BREAK WL = WALL STATION LS = LANDSCAPE T,O.B. = TOP OF BERM A PORTION OF PARCEL 1 OF P.M. NO. 12062-2 (PARK WEST APARTMENT SITE) iO' VADE TEMPORAR' CONSTRUCTION EASEMENT FOR BLOCK VAL CONSY.UCOON IN FAVOR Or THE O Y OF BAKERSFIE D PER DEED RECORDED MARCH 12, 2020 AS COCUMEN7 NO. 220036894 OF OFFICIAL RECORDS V J A PORTION OF PARCEL 1 OF P.M. NO. 12062-2 (PARK WEST APARTMENTS) f PROPOSED AC PAo-NG x vvv T, v 3 A 2 %`9!L' \ FA C d p \ a , T q". o''K A O ;A C, V-0 YJ1 /K, \ \\ j \ BOUNDARY LINE (BACK OF WALL} \\ \'� l E! 11 -RANT DEAD TO THE CITY OF BAKERSH•LD PER DLED 4 CORDED o NOVEMBER 16, 2018 AS DOCUMENT" NO. 28151156 OF 0 FIr Al R=COR,OS d ,W'S PARKWAY AND -RFF'NA,Y !N1F.RCHANGE r,LIGNMENT(S).'-`' a omm `s �c6�J v n ¢ 1233.65' m .i ov r4 Li _ + 4 A w sw M 5 L M1 I I ,A <nwv; ��ctt--.. rEi�c.a to + AY tO �SNFhZh--ZCJ �'m m¢ 3 y%yS�c 02 7JnniU c y 2 z GO Z F J Q ! UO cn 757< o � t I " uJ I}� ? z uvwwxwISO, V' r J Qq 1 < m m �y CA w g N� Ul I Z N O F o0 a t/%N nEU O 7 X 4 Z Mi w ¢o w tom � z O� V'5 G, YZ 00 € iL LNESTSIDE PARKWAY mazy-rozoC` f hzc>cs n`o I, S43 11B F .. _ V J A PORTION OF PARCEL 1 OF P.M. NO. 12062-2 (PARK WEST APARTMENTS) f PROPOSED AC PAo-NG x vvv T, v 3 A 2 %`9!L' \ FA C d p \ a , T q". o''K A O ;A C, V-0 YJ1 /K, \ \\ j \ BOUNDARY LINE (BACK OF WALL} \\ \'� l E! 11 -RANT DEAD TO THE CITY OF BAKERSH•LD PER DLED 4 CORDED o NOVEMBER 16, 2018 AS DOCUMENT" NO. 28151156 OF 0 FIr Al R=COR,OS d ,W'S PARKWAY AND -RFF'NA,Y !N1F.RCHANGE r,LIGNMENT(S).'-`' a omm `s �c6�J v n ¢ 1233.65' m .i ov r4 I m ..a 00 4 A w sw M 5 L M1 I I ,A <nwv; ��ctt--.. rEi�c.a to + AY tO �SNFhZh--ZCJ �'m m¢ 3 y%yS�c 02 7JnniU c y 2 y" Z 'yYn OU rz a6 ham' CO cn 757< S Ai � t I 2U_CryO,att5p4pa ! ,may z uvwwxwISO, V' o ro < m m �y CA w g F G E, O4sao?.1Qy Ul I Z N O q Wrw t/%N nEU O 7 X 4 Z Mi w :J tOtzci4„uK.0dK O� V'5 G, YZ 00 € mazy-rozoC` f hzc>cs n`o I, zw«wyw s�nl {z�i a a,`n t=• �yRKWwwOm '. zm mho i�» zz< w4 - i Ig <LV4 6L"1f4 V.K. E 0 22 AREAd 'nATI uEwa'-o O ,A <nwv; ��ctt--.. rEi�c.a to ..¢"UFZyewzO AY tO �SNFhZh--ZCJ �'m m¢ 3 y%yS�c 02 7JnniU c y 2 y" Z 'yYn OU rz a6 ham' CO cn 757< S Ai � t I 2U_CryO,att5p4pa ! ,may z uvwwxwISO, A TYPIQAL SECTION \,Aj NOT TO SCALF FREEWAY INTERCHANGE ALIGNMENT of \ HORIZONTAL: 1"=40` VERTICAL.: 1"=4' \ - x9K'� °c stt %igtss ,A TO 346 ..-.... --............ ........ .......... .:...:... ............ 346 61+00 62+00 63+00 64+00 6+00 66+00 67+00 68+00 69+00 ......... .....70+00 LOCK WALL PROFILE COB RECORDS No. fhb � 4 0�1 3 cN¢ > , rr \!`a1S1�5av 202011 PA JOB No. 5131 BOA 4 OF 4 SHEETS 0 22 C ) uEwa'-o O ,A <nwv; ��ctt--.. rEi�c.a to ..¢"UFZyewzO AY tO �SNFhZh--ZCJ �'m m¢ f�f}�} V✓ O y%yS�c 02 7JnniU y" W i5 M �. 'yYn OU rz a6 ham' CO cn 757< PzK�c�w an�H iiCO �C>*LmU I ® W VJ 2U_CryO,att5p4pa ! ,may z uvwwxwISO, V' o ro < m m �y �rcwszo W w g F G E, O4sao?.1Qy Z N O q Wrw t/%N nEU O 7 X 4 Z Mi w :J tOtzci4„uK.0dK O� V'5 G, YZ 00 € mazy-rozoC` f hzc>cs n`o I, zw«wyw s�nl {z�i a a,`n t=• �yRKWwwOm '. zm mho i�» zz< w4 - i Ig COB RECORDS No. fhb � 4 0�1 3 cN¢ > , rr \!`a1S1�5av 202011 PA JOB No. 5131 BOA 4 OF 4 SHEETS