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1.4-7317 PH 3
m9WAMI ghm (PHASE 3) BAKERSFIELD, CALIFORNIA REVIEWED BY: TRAFFIC ENGINEER, CITY OF BAKERSFIELD DATE REVIEWED i}BY: STUART J. PATTESON RCE 44898 APPROVED BY: PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD NICOLAS FIDLER C 61069 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 DATE 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 12062-1 FILED IN BOOK 60 OF PARCEL MAPS AT PAGE 76 IN THE OFFICE OF THE KERN COUNTY RECORDER'S OFFICE WAS USED AS THE BASIS OF BEARINGS SHOWN UPON THIS MAP. PARCEL 4 OF PARCEL MAP 12232 AS PER MAP RECORDED OCTOBER 3, 2017 IN BOOK 60 OF PARCEL MAPS AT PAGE 192 IN THE OFFICE OF THE KERN COUNTY RECORDER, ALSO BEING A DIVISION OF A PORTION OF THE WEST HALF 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. - oz � z ago 3 COB RECORDS No. STOCKDALE_ s rc HIGHWAY N {. w w J /T L.J. W w � v w > w o' W r Act mU D 7317-4 'i _ TRACT TRACT 7240 - —�_�_ ,� TRACT 17317-2- sr :7317-5 1 " f ' ORIVE } Pyz j RANCH I RAC ----- TRACT -7 17-3 1 TRACT 7240 gsoEi'� TRACT - -i --7317-11 TRACT i ,7317-6 17-7-- I KERN COUNTY WATER AGENCY 1 VICINITY MAP NO SCALE MATERIALS LIST ESTIMATED QUANTITIES FOR PLAN CHECK AND INSPECTION FEE CALCULATIONS. NOT TO BE USED FOR BIDDING PURPOSES. BLOCK WALL 6'-8" WALL 122 LF 7'-4" WALL 324 LF 8'-0" WALL 39 LF SHEET No. INDEX 01 TITLE SHEET 02 GENERAL NOTES TYPICAL SECTIONS © STOCKDALE RANCH DRIVE LEGEND OX SHEET INDEX NUMBER - - - PROPOSED BLOCK WALL OPEN STREET PERMIT NOTE 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 REWIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A PERMIT. O V Z O N W w Z W F Yd1�z�UFz ¢wip ¢Ni ZZO�mF fnF W R w- (7 2 Z m �w�w�wWw3LL vzF�xms ¢uD-. 4ax a4�u'�zz�ow3 ¢p¢ox�k�izz z o363oa>w O Q m U HSSNO:Un > >06' xwrc �WZW R'yZj l-mD z p O pQ w' 0 2 QU F OU K N d O tY y LL O Z O d zowww ¢o �i Piz��wa o� ��w3 Dew `n wrc�iza wwwm Q 'r ww-0o _Z 2 w U_ h_ 3.O 0 >O�O�ww� z� arc¢Dpw>�'mF� Z_ N -z 2 N w N U W m rcoww�3a>I- FxON-iowwyzm roul-DDW¢s S N w O p m m Z Z. w Z n O J O Z 0_'Ja Z�ZaOW. Om OE,UNtn z} �mOawWQFZ lOW�zrWrZ<NUaZQO~?� rWwKJ F LiJ <o,c6RZamwcwu'Ho8~ dZ,mNONUIoo5=- wg�g37160 Q W O - 3omJ�o Um c Z1-W_QWNNmO Q mN o 0 OO F J O F 'z UJZUpV^ _WJQU a aRWo> owlnr LOZO aC7=a LJ¢O m LLJ a¢�)<<O,—a zm 0Z wix0oQa z Z,) F:t:o K v dW UOo(nU0 W W 0InwN no =rwS��Ow F �U Of 0000_' OF SOUTHERN CALIFORNIA ;;•;•;•;:e....;;;•; •; a�fte LA?� NO CITY INSPECTIONS SHALL BE GIVEN FOR THE WORK IN THIS AREA UNTIL AN 11 ENCROACHMENT PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED. DIAL TOLL FREE 400.227-2600 AT LEAST TWO DAYS BEFORE YOU OIG FUTURE��®_���1��� rI YY� A ��PHASE 57 � COURT_ FUTURE (—EXISTING 1 \ 'PHASE 5 I I PHASE 2 L— ��— ///����`J.( AN L FUTURE / 5 q I — --—�--r—r-- / PHASE 6A 2 8 \AL TON, Y7 9 10 11 -- �COURr I_{ _ 25 a 145 r-1--r—T—T—T—T 1 \ \ ` �\ ` 24 23 16 1 1 11 1 1 1 1 1 _ sa Wg£RF zz 21 L EXISTING 20 19 ILII TL TRACT 7317 ����✓o�o� zs�s�T s n ILII PHASE 1 I 30 31B FUTURE/ \\ 33 o a7 �i----���==T—= I)I 1x-- 11 w PHASE 6 \ 37 —�8♦ --- --[j8--- 36 35 34 46 46 544 LIII II o -- / 38 _ w 45 49 @C / / / LBARRE—COURT) i 53 (\44/ — )\ 39 40 41 42 413 50 51 52 -- --_- .-_---__-- --- \— �L KEY MAP SCALE: 1'=200' 1.4-7317 \ / PH 3 COB RECORDS No. U z W Z G O W M Q U, 0 y u - ♦ z Y a/) Z t0 QWmN W od M z d O CO z w W N _ N O o �D O O U) \ / z W CL w W N {. w w J /T L.J. W w � v w > w o' W U) \ / z W .J a {. J /T L.J. W Q U) W mU D CL z z o � N DATE 10/02/2019 N- N PA JOB No. 3104 SHEET E1 0 0 II OF 3 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. 10. 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. 11. 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. 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 CHANGES 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. WALL NOTES 1. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING AND GRADING ALONG THE WALL LINE. 2. BEARING SOIL SHALL BE COMPACTED TO 90% OF MAXIMUM DRY DENSITY AS DETERMINED BY 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 WITH 3/8" -MAX. GAP AT 48 FOOT INTERVALS ALONG THE ENTIRE LENGTH OF THE CONCRETE MASONRY BLOCK WALL. CONTINUE REINFORCEMENT THROUGH THE GAP. 8. THE HEIGHT OF BLOCK WALLS THAT SERVE AS SCREEN FENCES SHALL BE 6'-0" MIN. MEASURED FROM THE HIGHEST ADJACENT GROUND. 9. MASONRY BLOCK WALL PATTERN SHALL BE RUNNING BOND (COMMON BOND), UNLESS OTHERWISE NOTED. 10. ALL REBAR OVERLAPPING SHALL BE 24 INCHES, UNLESS OTHERWISE NOTED. 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. 14. MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK TO FACE OF WALL OR STRUCTURE SHALL BE 4:1, EXCEPT FOR TWO FEET BEHIND THE SIDEWALK WHERE THE MAXIMUM SLOPE SHALL BE 2%. ALTERNATIVELY, THE CITY ENGINEER MAY APPROVE CURBING BEHIND THE SIDEWALK OR OTHER METHOD TO PREVENT EROSION, ONTO THE SIDEWALK. LS PL TRACT 7317 STREET SIDE BRICK CAP #4 CONT. @ 32" O.C. �t SIDE #4 CONT. TYP. N I #4 CONT. TYP. z- I z jO #4 @ 24"O.C. oa oxo d, JOINTS @ FG LEG ut w K z I O � 0 0 #4 @ 32" O.C. ALTERNATE x wz m O U ¢ o � 0 w w w m O.C. #4 CONT. i TYP. i L (3 TOTAL) I" 3" CUR. NOTE TYP. 1. * HIGH SIDE FG VARIES 2. THE CONSTRUCTED FOOTING WIDTH MUST NOT 2-6 EXTEND PAST THE DESIGN DIMENSION ON THE STREET SIDE OF THE WALL BY MORE THAN 2". 6'-8" OR 7'-4" WALL \,VMID-SECTION N.T.S. FTG. REINFORME CENT (3) #4 REBAR E PER WALL DETAIL - - WAY ® PILAST CONT. REBAR PER }_ o a � WALL DETAIL 3 3 F LS/PL _ - - - - - _ Fw� Wa VERT. REBAR PER WALL DETAIL - - -r - - - - BRICK VENEER (SEE MATERIALS LEGEND #3 TIES @ 24" o.c. OG�P� 00110 314' I I I ' 1'-a 2'-4" (6"x8"x16" BLOCK & 6'x8"x12" BLOCK) 2�\ MONUMENT WALL PILASTER ® TRACT ENTRANCE NTS #4 VERT. REBAR (6 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 WITH 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, ASTM C-150. 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: 0.50 (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 @ 28 DAYS. 3. GROUT: 1. STRENGTH: 2000 PSI @ 28 DAYS. 2. CONCRETE BLOCK MASONRY UNITS SHALL BE DRY AND CLEAN BEFORE GROUTING OPERATION. TRACT 7317 BRICK CAP PL STREET SIDE FG _z #4 CONT. TYP. z- I z 2 OMIT HEAD #4 @ 24"O.C. CTR. d, JOINTS @ FG LEG ut w K Iwo O � *FG .I m ALTERNATE x wz m LEGS ¢ o � �y w w w #4 CONT. @ 32" O.C. (4 TOTAL) W 0 #4 CONT. i TYP. i L (3 TOTAL) I" 3" CUR. NOTE TYP. 1. * HIGH SIDE FG VARIES 2. THE CONSTRUCTED FOOTING WIDTH MUST NOT 2-6 EXTEND PAST THE DESIGN DIMENSION ON THE STREET SIDE OF THE WALL BY MORE THAN 2". 6'-8" OR 7'-4" WALL \,VMID-SECTION N.T.S. FTG. REINFORME CENT (3) #4 REBAR E PER WALL DETAIL - - WAY ® PILAST CONT. REBAR PER }_ o a � WALL DETAIL 3 3 F LS/PL _ - - - - - _ Fw� Wa VERT. REBAR PER WALL DETAIL - - -r - - - - BRICK VENEER (SEE MATERIALS LEGEND #3 TIES @ 24" o.c. OG�P� 00110 314' I I I ' 1'-a 2'-4" (6"x8"x16" BLOCK & 6'x8"x12" BLOCK) 2�\ MONUMENT WALL PILASTER ® TRACT ENTRANCE NTS #4 VERT. REBAR (6 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 WITH 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, ASTM C-150. 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: 0.50 (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 @ 28 DAYS. 3. GROUT: 1. STRENGTH: 2000 PSI @ 28 DAYS. 2. CONCRETE BLOCK MASONRY UNITS SHALL BE DRY AND CLEAN BEFORE GROUTING OPERATION. TRACT 7317 BRICK CAP PL STREET SIDE FU _z #4 CONT. TYP. OMIT HEAD I N �JOINTSF@ FG #4 @ 24"O.C. ALTERNATE o LEG ut w x 4 uU O � O_ .I m -----} �m m wz m �y w w 3 #4 CONT. @ 32" O.C. (4 TOTAL) W ° zI #4 CONT. TYP. o (3 TOTAL) m s F 3" CLR.LL NOTE TYP. 12• i. * HIGH SIDE FG VARIESo 2. THE CONSTRUCTED FOOTING WIDTH MUST NOT 2-6" io EXTEND PAST THE DESIGN DIMENSION ON THE STREET SIDE OF THE WALL BY MORE THAN 2". ,/� 8'-0" WALL MID-SECTION N.T.S. FTG. REINFORCEMENT #4 VERT. REBAR PER WALL DETAIL\ (4 TOTAL) CONT. REBAR PER o<� WALL DETAIL 3 3 w LS/PL- Fwa Wa PILASTER VERT. REBAR PER WALL DETAIL 'H ------i BRICK VENEER (SEE MATERIALS LEGEND #3 TIES @ 24" ox.�_ (3) #4 REBAR @ FU _z �mm OMIT HEAD I N �JOINTSF@ FG � �LS/PL ALTERNATE o LEG ut w x 4 uU #4 CONT. TYP. o (3 TOTAL) m s F 3" CLR.LL NOTE TYP. 12• i. * HIGH SIDE FG VARIESo 2. THE CONSTRUCTED FOOTING WIDTH MUST NOT 2-6" io EXTEND PAST THE DESIGN DIMENSION ON THE STREET SIDE OF THE WALL BY MORE THAN 2". ,/� 8'-0" WALL MID-SECTION N.T.S. FTG. REINFORCEMENT #4 VERT. REBAR PER WALL DETAIL\ (4 TOTAL) CONT. REBAR PER o<� WALL DETAIL 3 3 w LS/PL- Fwa Wa PILASTER VERT. REBAR PER WALL DETAIL 'H ------i BRICK VENEER (SEE MATERIALS LEGEND #3 TIES @ 24" ox.�_ (3) #4 REBAR @ PILASTER CMU BLOCK PER WALL DETAIL I � �LS/PL m y w x 4 uU O_ nJ -----} �m m m -ter BAR x8"016"�f-9"FTG # EB MP OUT BLOCK NOTE: PILASTERS SHALL BE 50' O.C. OR EVENLY SPACED BETWEEN FULL PILASTERS (SEE PLAN FOR STATIONS) TYPICAL WALL PILASTER ® MID -BLOCK N.T.S. STOCKDALE RANCH DRIVE BLOCK 6'X8"X16" SPLIT FACE COLOR: SANDSTONE MANUFACTURER: DESERT BLOCK CO. ** REPLACE WITH STANDARD PRECISION BLOCK WHERE HIDDEN. GROUT: TBD BY OWNER/DEVELOPER CAP: 4"x8" PACIFIC CLAY BRICK COLOR: BURGUNDY VELOUR BRICK VENEER: 4"x8" PACIFIC CLAY BRICK COLOR: BURGUNDY VELOUR GROUT: TBD BY OWNER/DEVELOPER RUNNINGBOND PATTERN no O a U O W O V oar mmd W W y W y Z u a w mwzww¢oo 0.¢ZUF2mW�0 K (=4 2 W Z y> m m Fa �OZBmV)r� 2WW2'��2�Zm wiowiwmc_wia3i¢'- ZrUYm�OLLpt' ¢¢ o W`Q'�OwUNtwi�� ozao<G�� o �woo���amcWWi 0 - zzoa0-0 U� Om_pa ow Ycwo�z�`9p '�xozw000m m o3¢3mwzo�¢ zowww�-rczz�a �aza�ow>`mgmm LL UQWymjVwww 0 U 2 � y 2�0 ruOwKEiF y �rriF�ww�gO comwx�z¢¢oo 3moi>>JrcO. omk o.R,aw�Wom w¢w�z?mm a_m .mOR xozm¢m mWowz�?o wo y>W> W W U O W Z m Y xrouxp�¢za� 1.4-7317 PH 3 COB RECORDS No. DC H w x 0 O_ nJ m �y w w 3 W ° ¢ Z V) M Z UJ �v//�� VJ J� a J `.. }. �M U) w JU o W CL w Z fwfn V o o a g _ w o � 3 DATE 10/02/2019 PA JOB No. 3104 SHEET 17 a 0 I OF 3 SHEETS l' CONSTRUCTION NOTES ALL STATIONS AND OFFSETS ARE TO BACK OF WALL (LOT SIDE) ALONG LANDSCAPE LOT UNLESS OTHERWISE NOTED. ALL PROFILE STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. STEP WALL TO OCCUR AT PILASTER. PROPOSED BLOCK WALL PROPOSED CENTERLINE ---- PROPOSED RIGHT—OF—WAY ---------- PROPOSED EASEMENT LINE ---S--- EXISTING SEWER MAIN R/W = RIGHT OF WAY INTERSECTION TOE = TOP OF FOOTING ST 110LANDSCAPE EASEMENT** I I If I NG 2 118-'1 :1 �}f_-_-__ MA{ --- Xy NG 11' FUTURE TRACT 7317 j PHASE 5 1 I I I I I I I I I I I I I _ I 59 © 2 I FUTURE�i._i -------�—.N BLOCK WALL FUTURE TRACT 7317 PHASE 6 I ST 45' RIGHT-OF-WAY* 34' 45' RIGHT-OF-WAY* FL 34' 1 11' ST PROPOSED BLOCK WALL irlPER THESE PLANS 6' 5' 6' 12' MULTI -USE - TRAIL 5" CURB & GUTTER 6" CURB & GUTTER 11 57-3 5% "1.59,-3.5% 1 2% I .. 11 jJJJl»_GZ_Z_z_z _�.tittitt-2--`tZti�ZZZZ.I Z\ _�� __ \� \ PER TRACT 7317—STOCKDALE RANCH DRIVE (CONSTRUCTION PHASE B STREET PLANS) \\ APPROVED 1-15-2019 i \ TYPICAL CROSS—SECTION 7 2 z 2 A STOCKDALE RANCH DRIVE j z% 1��?'; ' N NOT TO SCALE I �� '= EXISTING RIGHT—OF—WAY AS DEDICATED ON PARCEL MAP 12062-1 I FILED --- FILED FEBRUARY 22, 2016 IN BOOK 60 OF PARCEL MAPS, AT PAGE 76 IN \ L THE OFFICE OF THE KERN COUNTY RECORDER. \ -- **= EXISTING ADDITIONAL RIGHT—OF—WAY, LANDSCAPE EASEMENT AND \ MULTI—USE TRAIL EASEMENT AS DEDICATED ON PARCEL MAP 12232 FILED OCTOBER 3, 2017 IN BOOK 60 OF PARCEL MAPS, AT PAGE 192 IN THE AREA DETAIL OFFICE OF THE KERN COUNTY RECORDER. NOT TO SCALE **'= 2' WIDE WALL FOOTING EASEMENT TO BE DEDICATED ON FINAL MAP. SAN BUENAVENTURA STREET (BY SEPARATE PLANS) j IIII (I � j IIII I iI 7p' II S ' 1 I_I I �zo' s_Is I zD I I IIII IIII IIII I I IIII III IIII I I IIII I � IIII I I IIII ��) IIII I /Ll+_=_ II I c to EXISTING 13' MADE MULTI -USE TRAIL, IMPROVEMENTS PER APPROVED LANDSCAPING AND P.U.E. EASEMENT PER STOCKDALE RANCH DRIVE PARCEL MAP 12232, P.M. BK. 60, PG. 192 62+24 72 PHASE B STREET PLANS. - fiL nel CL INT 6.3 G4 LINE OF SIGHT, TYP. .P 57354'12"E 550.00'_ m`OYRIGHT-OF-WAY a� C' FLOWUNE `�MULTI-USE TRAIL — o, 11N LEGEND O PC = PROPERTY CORNER FG = FINISHED GROUND (LOT SIDE) AP = ANGLE POINT FG = FINISHED GROUND (STREET SIDE) BC = BEGIN CURVE CTR = CENTER CL = CENTERUNE TOW = TOP OF WALL CONIC = CONCRETE RETG = RETAINING CONST = CONSTRUCTION MAX = MAXIMUM EC = END CURVE MIN = MINIMUM FTG = FOOTING CLR = CLEAR GB = GRADE BREAK WL = WALL STATION LS = LANDSCAPE PL INT = PROPERTY UNE R/W = RIGHT OF WAY INTERSECTION TOE = TOP OF FOOTING ST 110LANDSCAPE EASEMENT** I I If I NG 2 118-'1 :1 �}f_-_-__ MA{ --- Xy NG 11' FUTURE TRACT 7317 j PHASE 5 1 I I I I I I I I I I I I I _ I 59 © 2 I FUTURE�i._i -------�—.N BLOCK WALL FUTURE TRACT 7317 PHASE 6 I ST 45' RIGHT-OF-WAY* 34' 45' RIGHT-OF-WAY* FL 34' 1 11' ST PROPOSED BLOCK WALL irlPER THESE PLANS 6' 5' 6' 12' MULTI -USE - TRAIL 5" CURB & GUTTER 6" CURB & GUTTER 11 57-3 5% "1.59,-3.5% 1 2% I .. 11 jJJJl»_GZ_Z_z_z _�.tittitt-2--`tZti�ZZZZ.I Z\ _�� __ \� \ PER TRACT 7317—STOCKDALE RANCH DRIVE (CONSTRUCTION PHASE B STREET PLANS) \\ APPROVED 1-15-2019 i \ TYPICAL CROSS—SECTION 7 2 z 2 A STOCKDALE RANCH DRIVE j z% 1��?'; ' N NOT TO SCALE I �� '= EXISTING RIGHT—OF—WAY AS DEDICATED ON PARCEL MAP 12062-1 I FILED --- FILED FEBRUARY 22, 2016 IN BOOK 60 OF PARCEL MAPS, AT PAGE 76 IN \ L THE OFFICE OF THE KERN COUNTY RECORDER. \ -- **= EXISTING ADDITIONAL RIGHT—OF—WAY, LANDSCAPE EASEMENT AND \ MULTI—USE TRAIL EASEMENT AS DEDICATED ON PARCEL MAP 12232 FILED OCTOBER 3, 2017 IN BOOK 60 OF PARCEL MAPS, AT PAGE 192 IN THE AREA DETAIL OFFICE OF THE KERN COUNTY RECORDER. NOT TO SCALE **'= 2' WIDE WALL FOOTING EASEMENT TO BE DEDICATED ON FINAL MAP. SAN BUENAVENTURA STREET (BY SEPARATE PLANS) j IIII (I � j IIII I iI 7p' II S ' 1 I_I I �zo' s_Is I zD I I IIII IIII IIII I I IIII III IIII I I IIII I � IIII I I IIII ��) IIII I /Ll+_=_ II I c to EXISTING 13' MADE MULTI -USE TRAIL, IMPROVEMENTS PER APPROVED LANDSCAPING AND P.U.E. EASEMENT PER STOCKDALE RANCH DRIVE PARCEL MAP 12232, P.M. BK. 60, PG. 192 62+24 72 PHASE B STREET PLANS. - fiL nel CL INT 6.3 G4 LINE OF SIGHT, TYP. .P 57354'12"E 550.00'_ m`OYRIGHT-OF-WAY a� C' FLOWUNE `�MULTI-USE TRAIL — o, Iv 3 2' 2' 2v** \ 6" \ SEE NOTE 1 BELOW / 2% 4, ?7 C2:1 MAX 1\ NOTE 1) ELEVATION ON BOTH SIDES / FINISHED PAD \ OF BLOCK WALL SHALL BE THE SAME / \ (STREET SIDE AND PAD SIDE) AS \SHOWN AREA DETAIL NOT TO SCALE I I I I I I I FUTURE I I TRACT 7317 PHASE 5 11N CURVE TABLE O J CURVE LL �Oa DELTA o� U f J gg V' 484.83' 13°29'52" 243.54' C2 2000.00' 3 1 312.28' 8°56'47" 156.46' ^ 'I C3 2000.00' o?opNo wz3w 1 197.20' 5°38'57" 98.68' N C4 yx M 199.64' 5°43'09" .64 '2000.00' wad r o+ bJ J + b 7 `T �y� �zww; zmmp $ t0 y go o W N Q 3 6 3 zyowc�o aor� < 5 t92K�QU>Wg� pyw �mQQpo �w ors�w iwpm w wz4gym a�o y K 2 O K W Z J s ��pn�c�oaQg m v F F "2 N N� Iv 3 2' 2' 2v** \ 6" \ SEE NOTE 1 BELOW / 2% 4, ?7 C2:1 MAX 1\ NOTE 1) ELEVATION ON BOTH SIDES / FINISHED PAD \ OF BLOCK WALL SHALL BE THE SAME / \ (STREET SIDE AND PAD SIDE) AS \SHOWN AREA DETAIL NOT TO SCALE I I I I I I I FUTURE I I TRACT 7317 PHASE 5 GL INT 65 64+24.35 64 3, I EXISTING �--- - �' TRACT 7317 PHASE 1 ;. EXIsnNc I Il I 2 ° 0 (O J N�� J Ana 3 STOCKDALE RANCH DRIVE BLOCK WALL II I II I I I II I 1 CHICHESTER COURT. (EXISTING) HORIZONTAL: 1"=40' VERTICAL: 1"=4' 11N CURVE TABLE O J CURVE RADIUS I LENGTH DELTA TANGENT Cl 2058.00 V' 484.83' 13°29'52" 243.54' C2 2000.00' 3 1 312.28' 8°56'47" 156.46' ^ 'I C3 2000.00' o?opNo wz3w 1 197.20' 5°38'57" 98.68' N C4 yx M 199.64' 5°43'09" .64 '2000.00' GL INT 65 64+24.35 64 3, I EXISTING �--- - �' TRACT 7317 PHASE 1 ;. EXIsnNc I Il I 2 ° 0 (O J N�� J Ana 3 STOCKDALE RANCH DRIVE BLOCK WALL II I II I I I II I 1 CHICHESTER COURT. (EXISTING) HORIZONTAL: 1"=40' VERTICAL: 1"=4' wLL 11N 71 O J O ww WwFw Q - 0O V' M (n rcyiwzp> O V' 1 wi 0 w�w-nE _ pp t N w m<@ M 3 Ni n+ 3 ro ^ 'I zo3� LL o?opNo wz3w (/) Z o a N W N yx M w~�z��wwF1° wpz� om 4l] z W N wad r o+ bJ J + b Jk5 `T �y� �zww; zmmp $ t0 y o$ O� o W N Q N��,=`Z6WWWN zyowc�o aor� t92K�QU>Wg� pyw �mQQpo �w ors�w iwpm w wz4gym a�o y K 2 O K W Z J ��pn�c�oaQg m F F "2 N N N N 358, .......... ...... ...:...:...:...:...:...:...:...:...:...:...: 358 TOW 351.077 TOW=356.40. TOW=356.40 (TOW=356.40) ...TOW=355.73.. - _ _ _ _.,. ............ .1. 354 .............. ..r..:...:...x...:...:...:. �. �. .. ..:...:...:354 o..:...:... . �I ^. . L. f7NlSilEO GRADE PROF/LE � I 350 ............................ _____ .- .------- -------- ................: SR' GRAD PROFILE � F/Nl EO EPR Ror_saE):...:. _.—_----- (S7RE£r SYOE} _ _ — ----- ----_- --__ ______._______ _= - - -_---- 350 - -- =- ------------------ --- ____ (TOF 349.73 _ ) --. ---- TOF=349.07 _ ---__----.TOF=349.07------------- TOF-349.73.. _ . . ... .. .. . — — —:— — - — — - ------—.--.--.-TOF=348.40_—.—_._-.--._- "OESYGN FLON4/NE PROf7LE . 346:...:...:...:...:...:...:...:...:...:...: ..:...:...:...:...:...:...:...:...:...:...:...:...:...: ..:.. :...:...:...: ..:.. :...:...:...: ..:.. :...: ..:...: ..:346 58+00 59+00 60+00 61+00 62+00 63+00 64+00 65+00 66+00 BLOCK WALL PROFILE wLL oES1 wom U ��mw owa RECORDS ww WwFw Q - Z O aaz�7z.zopz M (n rcyiwzp> (D Rz zpww� g4-gzm E"p W wi 0 w�w-nE _ pp t N w m<@ zmo �a'0'04wj�Nmz Q (D V oz��c~�iC zo�w M N� zo3� LL o?opNo wz3w (/) Z ��i�w�w pw Zwpp z~wp Qo�y�zzLL W N yx M w~�z��wwF1° wpz� W W Z � o ppzo�w a�ppW Uo00LL, ¢¢,fin N u1 Ii GnwLL 2ozn Fpz pw> pQQ ci W W ZdFW K Fwrjwrp pQOO `T �y� �zww; zmmp co elf wp OwLL O waw wUw N Q N��,=`Z6WWWN zyowc�o aor� t92K�QU>Wg� pyw �mQQpo �w ors�w iwpm w wz4gym a�o y K 2 O K W Z J ��pn�c�oaQg 1.4-7317 PH 3 COB RECORDS No. Sz 0 w 3 DATE 10/02/2019 PA. JOB No. 3104 SHEET a