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HomeMy WebLinkAbout1.4-7317 PH 1 Record DrawingREVIEWED BY: TRAFFIC ENGINEER, CITY OF BAKERSFIELD REVIEWED BY: 1' Y!2-y!ly DATE ASSISTANT PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD DATE APPROVED BY: I 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 . I t�• DATE BENCHMARK SET: SET NAIL ON TOP OF CURB AT EAST SIDE OF THE SOUTHEAST CURB RETURN AT THE INTERSECTION OF STOCKDALE HIGHWAY AND STOCKDALE RANCH DRIVE. ELEVATION = 356.49 (CITY DATUM) (PHASE 1) BAKERSFIELD, CALIFORNIA REVISIOW �lPp�zc�gQ'- Ft�ED vf. PvR r�z. DATE 33448 J 1rt rl. s� s -t 2o�rE rL y pAr� R.CE 4<o I a5 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 REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A PERMIT. NO CITY INSPECTIONS SHALL BE GIVEN FOR THE WORK IN THIS AREA UNTIL AN ENCROACHMENT PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED. BASIS OF BEARINGS: THE BEARING OF NORTH 89°2757" WEST FOR THE NORTH LINE OF THE NORTHWEST RECORD DRAWING 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. f ` �-� BY: FRED W. PORTER, RCE 3. 448 EXP. DATE �l / ` / _ _ =1 _- ja sun LEGAL DESCRIPTION. PARCEL 3 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. VICINI-TY 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 (DECORATIVE) 423 w 0 0 3 7'-4" az L V) � � < L' 2 ? > UQQ WALL STOCKDALE HIGHWAY LF 8'-0" I 1 Al LF TRACT -6 �a 7240 V) A' 'cn �G 06 L7.y 4P ttl <z w C3 N PROJECT SITE NORTH HALF- OF z (1) d SECTION 3 z lid NORTH HALF OF T.30S., R.26E. de -N SECTION 4 W 0 T.30S., R.26E.. .v CL KERN COUNTY WATER AGENCY J VICINI-TY 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 (DECORATIVE) 423 LF 7'-4" WALL (DECORATIVE) 814 LF 7'-4" WALL 1,261 LF 8'-0" WALL 25 LF SHEET No. INDEX D TITLE SHEET CM GENERAL NOTES TYPICAL SECTIONS 3R O STOCKDALE RANCH DRIVE ® EAST BOUNDARY LINE 5� © CHICHESTER COURT LEGEND aX SHEET INDEX NUMBER - PROPOSED BLOCK WALL RAPD CDSR o / ' - r- _J_ FUTURE PHASE 3' � I w 20 2 49 F48 _ I � � FUTURE��---- ,,� PHASE 3, KEY MAP SCALE: 1'=200' _U Lu LiJ U- 0��0 � zUv2,� wQzw� 0 w ;rOrr-u Za;z Lu = W0 ccWr wtt�.r=' gz�rw- < zw�_30_j tY' wx2��o�xgzm gW►- ZInw a3 ulwo 0-1-- i_ Wawa: gN r�Ur Mo ZO w �a00 uj a 0 a t s <zof ER &03:u*w zzw9C6 zoOxi1w0u z-,�zo9uSm�g0n 0 ia"gwwmo s.n 00§¢� Qz--- '6pV°w6ZuZU = 0�0Qrt Do -LN It z rawz t� WW jU�Glmatk VA-wZDmzQUz 0 Q_Ow0OagFFt 0=ai�_,wwp 0 Z ON 3006=4 [a dQwOa��wog w¢O�Z>t/)� Qti 0> mr-c�o w mWOt0z_J96 co wwu0wZ�W> xr!nccxO�w-3 F 1-0Q-r-Ua2 z¢z Er V) W 0 0 �m Z �E'-Zv p-100 wo --<a -V ZQpW WmOfLjX 0 0 QZ W V (� �Zp-WWOLL- W Wn LLJ QWcriz0oz a d U E<000<W L C)Q Lli LQ-YZOm _J WOW9 wMir aw�xz= om> noo WU-C21 W Op_1 O Om zl--W'< LdM0 OWE Wzwcr_�_ V_ WW J Q Z �y 0 mz vDcj t� a O W p V> W ~ En OZZWQ�-a L11 p z >- _ 0 +_ m LLI Qa0``¢o'_-ocn �i--O�QQ ZOP-FW- ---fppr Upir QP§fr(h(nZW0 aw v>z�?t-- _w >- oOtnV© Wp'O�E9Q�p�tW Ll_.I =>-OwWgwOOw I--.00 OOVfr UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA DIAL TOLL FREE 1.800-227-2M0 AT LEAST TWO DAYS BEFORE YOU DIG f Z ~ c r) LO CD e r ,i; <_ > 5 -6 0 V) A' 'cn 06 L7.y ttl <z w C3 N z (1) d cr z lid cNr, Ld de W 0 .v CL �0 J f r. r ,i; t H I w de W x n �0 J co Z ul w W Iw F- w . U- dLaCL E R A, vi Q ►M `75793 - -- i II U. 7 v Q W i i I F 72 j i i I o w / --_ DATE 4/18/2018 PA JOB No. 3012 SHEET 1 COB RECORDS No. - OF E, SHEETS t - -- i II U. 7 v Q W i i I F 72 j i i I o w / --_ DATE 4/18/2018 PA JOB No. 3012 SHEET 1 COB RECORDS No. - OF E, 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 I. 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. TRACT 7,317 2' BRICK CAP (STOCKDALE RANCH DRIVE) OR 2" MORTAR CAP (EAST BDRY WALL) LS PL WEST BELTWAY ALIGNMENT OR STREET SIDE #4 CONT. 0 32" 0. C. #4 CONT. TYP. w o0 co Q z #4 0 32" O.C. 2 OMIT HEAD JJ JOINTS 0 FG CTR. <r w cy 1� *FG _ ALTERNATE �{ X9 I LEGS o #4 CONT. { d TYP. - .,.s< _ I - (3 TOTAL) ° 3" CLR.- TYP. LR. TYP. 12" 1'-6„ O 2'-6" * HIGH SIDE FG VARIES /*A�6'--8" OR 7'-4" WALL ^' MID-SECTION N.T.S. TRACT 7317 2 BRICK CAP (STOCKDALE RANCH DRIVE) OR 2" MORTAR CAP (EAST BDRY WALL) LS PL WEST BELTWAY ALIGNMENT OR STREET SIDE d - V UJ U) = i� o2)�o U 00 = x 00F 1 oQ co O U O m z OMIT HEAD JOINTS 0 FG *FG #4 CONT. TYP. - (3 TOTAL) 3" CLR. TYP. #4 CONT. 32" O.C. c._ #4 CONT. TYP. 0o I io m z #4 0 24" O.C. *=G K :� CTR. _ < O ty ALTERNATE rt x a LEGS Jo V) 12" 2'-0" U r * HIGH SIDE FG VARIES 6'-8" OR 7'-4" WALL ^� END -SECTION N.T.S. < _w 10 3/4" (3) #4 REBAR EA. ' FTG. REINFORCEMENT WAY ® PILASTER PER WALL DETAIL CONT. REBAR PER p Q w WALL DETAIL + s + f ra- LS/PL - - #4 VERT. REBAR w o (6 TOTAL) ©- �� d PILASTER VERT. REBAR PER ' N WALL DETAIL BRICK VENEER (SEE MATERIALS LEGEND 6"x8"x16" #3 TIES ® 24" o.c. - -+- - - -- -- - - BLOCK O V-0" 1'-0" F-- 2'-4" (6"x8"x16" BLOCK & 6"x8"x12" BLOCK) frN MONUMENT WALL PILASTER J 0 TRACT ENTRANCE N.T.S WATERPROOFING SPECIFICATIO,_NS 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 11, 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. CLASS 3 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 2" MORTAR CAP PL CTR. WEST BELTWAY ALIGNMENT --14 CONT. TYP. __� #4 0 16-O.C. F- Qw 4 W ui o� Nw z� 0 n O cn m J Q Q U 0 ° O #4 CONT. 0 32" O.C. i a (4 TOTAL) W a v K *FG 2 OMIT HEAD z'" JOINTS ®FG O *FG ALTERNATE <v Of u� ZE LEGS Q #4 CONT. TYP. (3 TOTAL)i .� _°s 3" TYP.R-121,2'-o"- -3'-0" '-0" 3'-0" �- * HIGH SIDE FG VARIES 8'-0" SOUND WALL ^' END -SECTION " T #4 REBAR FTG. REINFORCEMENT #4 VERT. REBAR PILASTER (4 TOTAL PILASTER CMU BLOCK PER PER WALL DETAIL ) WALL DETAIL 1--_4- _ -_ _ E --- -+ w CONT. ALL DEAR TAIL k I I I o¢_ k LS/PL - - �dUJantiq w a VERT. REBAR PER k WALL DETAIL + - - - - - -i- I BRICK VENEER (SEE MATERIALS LEGEND #3 TIES 0 24" ox._ ___ r im !PEraW,00&22510,It 4ft,T ���ii1�. r�� /Lltm� �.,tl•lt�rr, /rz/ �''� n rrw '• 8"x8"o16" 9"�fTG #BUMP REBAR BLOCK NOTE: PILASTERS SHALL BE 50' O.C. OR EVENLY SPACED BETWEEN FULL PILASTERS (SEE PLAN FOR STATIONS) F�TYPICAL WALL PILASTER k.ZV 0 MID -BLOCK N.T.S. TACT 7317 2" MORTAR CAP PL WEST BELTWAY ALIGNMENT #4 CONT. TYP. #4 24"O.C. c� 4. w o> !O iD mm z_ CTR. #4 CONT. 0 32" O.C. (4 TOTAL) z F` 0 z ao 2 owe OMIT HEAD i m x - JOINTS *FG FG- ALTERNATE N g o LEGS #4 CONT. TYP. ; I 3 TOTAL)"+ 3" CLR. TYP. 12 i-- -1 2'-6"NO ~ * HIGH SDE FG VARIES (t518'-0" OR 8'-8" WALL MID-SEC11ON N.T.S- n11, woo z0wz wowa co m z z z p o _Z F= w m i Ur 9 J Z z n wwr-��z W �vF=-oWT W 29= z�-v coo os �a�a00F::Lu m J OaGSF-� _md oz4~cgcrwz zoF'w F0 T Zs L15. waU�=uzis e�[�mw: 12z z,_ 1-_ 3: WpOD rao ¢�wui60Q ('�zOdfAJ 2> ZdwP<u0Sva0 F=ao° z Oncn j U�U�F-ZLLtQQ 1- J ZOm _Q..zzz_F V§ fl w F- W W :i can Lu :3 V Z a n Qaa ���yy..Fuw�,.- 0 0tCIL.apZ (7t�nwxm2�¢Jgg zpSUtnw��a1J Zw0011w$W p a-t/JIn- LU m W Z Z n wwvo'wz rn>- xI1 0AUa 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: MERLOT TUMBLED BRICK VENEER: 4"x8" PACIFIC CLAY BRICK COLOR: MERLOT TUMBLED GROUT: TBD BY OWNER/DEVELOPER RUNNINGBOND PATTERN EAST BOUNDARY LINE BLOCK: 6"X8"X16" CONCRETE STANDARD PRECISION BLOCK COLOR: GREY MANUFACTURER: DESERT BLOCK. CO. GROUT: COLOR: GREY CAP: MORTAR CAP COLOR: GREY BY: FR, ED W. PORTER, RICE 33448 EXP. Z o O O ui Z E <W -am > (.� t- � 'CS t00 O 0 CJ) c9 x LU Llr iI] N U) N Z cy) ui W v> j CS3 C) CO 4� M j"w V c o � I 4 k Q x� :13 ti 0 CL' v ui 1- U- `1 x w ul CL J > w w 0 u cc U > j"w V c o � I 4 k DATE 4/18/2018 DATE' PA JOB No. 3012 SPIFFY 1 � CJ COB RECORDS No. � 0= SHEETS 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 LEGEND " U- 0 a U 0 w O J � Z Wow Q Z mW ZLLF' w m w m w u Q o PC = PROPERTY CORNER FG = FINISHED GROUND (LOT SIDE) AP = ANGLE POINT FG** = FINISHED GROUND (STREET SIDE) BC = BEGIN CURVE CTR = CENTER CL = CENTERLINE TOW = TOP OF WALL CONC = 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 LINE R/W = RIGHT OF WAY INTERSECTION TOF = TOP OF FOOTING ST RW X10' LANDSCAPE EASEMENT** I I I ST CL 45' RIGHT-OF-WAY* 45' RIGHT-OF-WAY* FL 11' I 34' - 34' NG z I i 22' 2:12• MAX - ---__ Nq ----__ 117 ST PROPOSED � .01 RW I BLOCK WALL 13' MULTI -USE PER THESE \ TRAIL EASEMENT** PLANS 2 2' 2' 2>*** \ 4, MPX�6n 11' I 6' 5' 6' 12' MULTI-USE000 / ��� —"N TRAIL��/NG \ �� 6" CURB & GUTTER 6" CURB & GUTTER *1.5%-3.5% *1.5%--3 5_% 2% _z.z.z-z.z=z.z ZZZ_ -Z�- ------ MAX Z-`-- Z�-���--_-_- � NG --- JJJ-JJ_JJ--------------------------------------------------- NOT ZZZZZ-1 AREA DETAIL ------------- --------- I - NOT TO SCALE \ — DRIVE _ (BY SEPARATE PLANS) 1 I I \ � I 110' 30' I I I I %i `sso o ?'cy � � - - ` ' -� 20r 15' 0�21lI I FUTURE \ °F `�/� --_ I I I I If I I I j TRACT 7 317 S 6°� 96 `— If I II I I PHASE 2 I \\ I T \ aIN pROPERFUTURE r I I II \ ---- - --1-__ — -- —II -- --- —I-- L " U- 0 a U 0 w O J � Z Wow Q Z mW ZLLF' w m w m w u Q o PER TRACT 7317—STOCKDALE RANCH DRIVE (CONSTRUCTION PHASE A STREET PLANS) CURVE RADIUS LENGTH DELTA TANGENT C1 2058.00' 29.51' 0'49'18" 14.76' 2 APPROVED 12-08-2017 �� o�� + Nom TYPICAL CROSS—SECTION \ 2 2 2 \ co ��a J v� Li A STOCKDALE RANCH DRIVE j C7 11F--� ��j—_— oza Q� >_ uu It a � <6 o-�3:0 W Yw Uvj UQZ J (00 Cn a mm Y 0�3omoo,0� 2% J W W W 1- > 0 zw'mY N NOT TO SCALE a�xozW000'" } � / /0FILED � *= EXISTING RIGHT-OF-WAY AS DEDICATED ON PARCEL MAP 12062-1 C -T -- I I V \ / FEBRUARY 22, 2016 IN BOOK 60 OF PARCEL MAPS, AT PAGE 76 IN THE OFFICE OF THE KERN COUNTY \ ---J m 44J /� / RECORDER. Lij w U- p w / FUTURE **= EXISTING ADDITIONAL RIGHT-OF-WAY, LANDSCAPE EASEMENT AND O+ w w Z,<� U z o T r / TRACT 7317 / MULTI -USE TRAIL EASEMENT AS DEDICATED ON PARCEL MAP 12232 FILED OCTOBER 3, 2017 IN BOOK 60 OF PARCEL MAPS, AT PAGE 192 IN Ole m= H Q V J 0 m w x x z Q Q O p La THE AREA DETAIL gao� >aLLz PHASE 5 / / OFFICE OF THE KERN COUNTY RECORDER. SUNAPEE NOT TO SCALE » >> w F- m O m- Z ***= 2' WIDE WALL FOOTING EASEMENT TO BE DEDICATED ON FINAL MAP. \ — DRIVE _ (BY SEPARATE PLANS) 1 I I \ � I 110' 30' I I I I %i `sso o ?'cy � � - - ` ' -� 20r 15' 0�21lI I FUTURE \ °F `�/� --_ I I I I If I I I j TRACT 7 317 S 6°� 96 `— If I II I I PHASE 2 I \\ I T \ aIN pROPERFUTURE r I I II \ ---- - --1-__ — -- —II -- --- —I-- L 1 210' SPECIFIC pLqN C 0. a. REwOLU BELT 0 y ACRO SERVq TION TION N0. 043 NME,NT 04 & 044_04 1 TRACT 7240 BLOCK WALL "f I f -- — — — - ��,/caTRACT 7317 c1 I z PHASE 3 Qn� $F�/`/�`3---�---------- _--_—_____ j I ��----_— ---- _-- z— =---- --— ------------_ _> Q /� `------------- N83'01'39'E _ _55_0 _ I — ------------------------ ------ - - --- W EXISTING WALL FOOTING EASEMENT i 1p' (LINE OF SIGHT) --- ----- —_ — _ _ — _-_-- I I I IMPROVEMENTS W Lj TO BE DEDICATED ON 2 ' E _ _ —--_____ 69 "� 70+99.94 73+28.56 74+34.62 75+41.67 Uaf 7317-3 FINAL MAP p' � -_ - _ -(� — --70---- -____ - � EC , " U � 2p' '� - �, �_ - — — — -- — — — — — _ _ ---� - 72 73 N79'20 45_E 74 CL INT 75 Z / 5'5 ' 1p' 68C92.29 —� -------------------- �— ----- I --- - -- — — ---T — I ------±— t, + — / _ L INT 3 CD cy/CNES / ti - - - — — EXISTING 13' WIDE MULTI -USE TRAIL, X N U %F - — — __ _ - s w I� «i O � O �� _ _ _— � _ LANDSCAPING AND P.U.E. EASEMENT PER s �- .� > EXISTING �S - - _--_ FG' -� - — — — — — — — — rFLOWL Iso l o _ SR MPROVEMENTS Q F- `ct S ,� J o - — ��** - - -- _ _ _ _ ! A3 PARCEL MAP 12232, P.M. BK. 60, PG. 192 = � o — — — — - — _ — — - Q U INE --- — — — —- Y Of II II II II II 3 3� + hFGa } _-- * -- - - -�-� -- cv -- -- `s - -- -- -- -- -- -- - `S -- --- O E- I- a + Q ��. __--- 5 * �� ** MULTI--TJ��TI�AIL �, •o �, •� - - , , CL' CL' LL' 2U = u�i cn� Z Q FG C2 y --------- - - - —'' —f ** —'� — ** �� 4 WeO� Or34 GATE— — �* — — — - ~ W ---— — — 0 0 iv J iv J o 3 3 'a +`Y' OCG U ---- ------------- ------------------------------ ------ ------------ -------L, O O o o o LANDSCAPE, BLOCK WALL, AND PUBLIC `� a vwi -� rn F r g� ti co Q Q ,n cp c cn w O s 5/ 3 _� a_ � O F 00 LO 00 06 �,,� �� 3 �r I- UTILITIES EASEMENT PER DOC. No. v �,, z Q + + Q co ,� f- F a o G r' G 219046785, O.R. 3 + Q w J `� LL `� A) �A> n' Li 00 J W J N co � O W W W W �J O W W �� Q 10, PO W 00� MN �O W ZZ �� O cOa + O^� r�F-� CrD ON ,(jN O� pa LO (n OU) r�+� O+0 �+a 0) co+� 4 0� �J3 � rn a +Q o_j Q;+J +J +J o +a +a PC) Z Nom! W �� ,,, �� Z O� 5 U 6 f\ � + n + r r U Cp O J N ^— cn T— + Z tt7�p Q f+ J +cp +co -1 .:c J 3 U Jv 3U 3U 3U^X 3U 3U 1 q• -j LJ It U't J z ll-) z to J U J U U I I (0 3:: m cD � w to 3 Q co ¢ co 3 m 3 W 7 - 8 9 0 v 1 1 om b 3 O N Lo� �cO O N o'i + rnr" O3:: " U- 0 a U 0 w O J � Z Wow Q Z mW ZLLF' w m w m w u Q o CURVE TABLE CURVE RADIUS LENGTH DELTA TANGENT C1 2058.00' 29.51' 0'49'18" 14.76' 2 of -1 0!= t}ila a ¢ z U z 6: W = `o wI zm0uiu, o � CO � o z�,; UO " , C2 2058.00 549.73 15'1817 276.51 C3 2000.00' 675.59' 19'21'15" 341.04' + Nom + a C) mw�WazwwgR co ��a J v� Li J a w S Z Z H O W C7 wa.0 OWUcnm C7 oza Q� >_ uu It a � <6 o-�3:0 W Yw Uvj UQZ J (00 Cn a mm Y 0�3omoo,0� L U rtoo L W W W 1- > 0 zw'mY +. 1w . . +. a�xozW000'" . . .+ . p 0~ Q a p m H � 9wwzp¢ p z p m J Z u') ' z O w p W a 0 U Q a CY T U p U '0 �'� C6 T o w co 0 : o< z �mwUxOwL:QOQO.0 C Lij w U- p w .362 w~ W O W T V O+ w w Z,<� U z o T r J Q O= O O a p C O+ m= H Q V J 0 m w x x z Q Q O p La 2z P x> p J a w m gao� >aLLz Q w P O W w m J 7 w 0LLK'2!U) » >> w F- m O m- Z m¢ w o w W U i O j m w w U O w z w>- n =xLnirxOiwz'D 1- i-HpaHUpa¢2 1 210' SPECIFIC pLqN C 0. a. REwOLU BELT 0 y ACRO SERVq TION TION N0. 043 NME,NT 04 & 044_04 1 TRACT 7240 BLOCK WALL "f I f -- — — — - ��,/caTRACT 7317 c1 I z PHASE 3 Qn� $F�/`/�`3---�---------- _--_—_____ j I ��----_— ---- _-- z— =---- --— ------------_ _> Q /� `------------- N83'01'39'E _ _55_0 _ I — ------------------------ ------ - - --- W EXISTING WALL FOOTING EASEMENT i 1p' (LINE OF SIGHT) --- ----- —_ — _ _ — _-_-- I I I IMPROVEMENTS W Lj TO BE DEDICATED ON 2 ' E _ _ —--_____ 69 "� 70+99.94 73+28.56 74+34.62 75+41.67 Uaf 7317-3 FINAL MAP p' � -_ - _ -(� — --70---- -____ - � EC , " U � 2p' '� - �, �_ - — — — -- — — — — — _ _ ---� - 72 73 N79'20 45_E 74 CL INT 75 Z / 5'5 ' 1p' 68C92.29 —� -------------------- �— ----- I --- - -- — — ---T — I ------±— t, + — / _ L INT 3 CD cy/CNES / ti - - - — — EXISTING 13' WIDE MULTI -USE TRAIL, X N U %F - — — __ _ - s w I� «i O � O �� _ _ _— � _ LANDSCAPING AND P.U.E. EASEMENT PER s �- .� > EXISTING �S - - _--_ FG' -� - — — — — — — — — rFLOWL Iso l o _ SR MPROVEMENTS Q F- `ct S ,� J o - — ��** - - -- _ _ _ _ ! A3 PARCEL MAP 12232, P.M. BK. 60, PG. 192 = � o — — — — - — _ — — - Q U INE --- — — — —- Y Of II II II II II 3 3� + hFGa } _-- * -- - - -�-� -- cv -- -- `s - -- -- -- -- -- -- - `S -- --- O E- I- a + Q ��. __--- 5 * �� ** MULTI--TJ��TI�AIL �, •o �, •� - - , , CL' CL' LL' 2U = u�i cn� Z Q FG C2 y --------- - - - —'' —f ** —'� — ** �� 4 WeO� Or34 GATE— — �* — — — - ~ W ---— — — 0 0 iv J iv J o 3 3 'a +`Y' OCG U ---- ------------- ------------------------------ ------ ------------ -------L, O O o o o LANDSCAPE, BLOCK WALL, AND PUBLIC `� a vwi -� rn F r g� ti co Q Q ,n cp c cn w O s 5/ 3 _� a_ � O F 00 LO 00 06 �,,� �� 3 �r I- UTILITIES EASEMENT PER DOC. No. v �,, z Q + + Q co ,� f- F a o G r' G 219046785, O.R. 3 + Q w J `� LL `� A) �A> n' Li 00 J W J N co � O W W W W �J O W W �� Q 10, PO W 00� MN �O W ZZ �� O cOa + O^� r�F-� CrD ON ,(jN O� pa LO (n OU) r�+� O+0 �+a 0) co+� 4 0� �J3 � rn a +Q o_j Q;+J +J +J o +a +a PC) Z Nom! W �� ,,, �� Z O� 5 U 6 f\ � + n + r r U Cp O J N ^— cn T— + Z tt7�p Q f+ J +cp +co -1 .:c J 3 U Jv 3U 3U 3U^X 3U 3U 1 q• -j LJ It U't J z ll-) z to J U J U U I I (0 3:: m cD � w to 3 Q co ¢ co 3 m 3 W 7 - 8 9 0 v 1 1 om b 3 O N Lo� �cO O N o'i + rnr" O3:: 11 LO� Q c�DI CL'�I?i 06 CN O+ Z + C� . mac° w cD 362.......+... N 4: I :i co —coJ II r7 A J p� B 2 2 11 LO� Q c�DI CL'�I?i 06 CN O+ Z + C� . mac° w cD 362.......+... N 4: I :i co —coJ II r7 J IIS HO J p� -� Q �,n'� 3 Sao Q 3 Qf� Q F 3 aft Q 3 O+ N+ c�a + Nom + a C) a co ��a J v� Li J J C7 J 0 C7 C9 It a � a rn Q (00 a L U rtoo L W U +. 1w . . +. . . . . .+.. . . .+ . m � t co u') ' +� U i rn O + LO c0 -N- STOCKDALE RANCH DRIVE HORIZONTAL: 1"=40' VERTICAL: 1"=4' RECORD DRAWING 1 1 . 1 1 1 1 I O O 00 N N O O M Coro +^ n 3 j9k1t1_'11z6; g� i"- F: FRED W. PORTER, RCE 33448 EXP. DATE N W g J Q W � w J Q w cj LO (n O Cn to +Q +Q Q + ccI Q -} p O J W ti 3 U L W L —EAST BOUNDARY LINEii� ofn 3 (SEE SHEET 4) o"'ILd 6O I +� U �'� � 3; Q co W C Lij w j9k1t1_'11z6; g� i"- F: FRED W. PORTER, RCE 33448 EXP. DATE N W g REVISIONS APPROVED:,% FRED W. PORTER RCE 33448 914­,� JIM M. SCHROETER RCE 46185 EXISTING BLOCK WALL d r z co co 0) LO C.0 cg 0 W z � M Q W > U X U) (D LL _Z < Lu 04 w i co Z N o w Z �M w _'T"_ I-- N Cfl C) O Or L J Q W � O � J Q +Q cj II Q o O Q 3:_j01 II Q O.Q ccI Q -} p O J W L 3 L W L U-) � 3 ofn 3 L o"'ILd 6O I +� U �'� � 3; Q REVISIONS APPROVED:,% FRED W. PORTER RCE 33448 914­,� JIM M. SCHROETER RCE 46185 EXISTING BLOCK WALL d r z co co 0) LO C.0 cg 0 W z � M Q W > U X U) (D LL _Z < Lu 04 w i co Z N o w Z �M w _'T"_ I-- N Cfl C) O Or L TRACT ]240r^ w\ Z v— [)� LL IQ WCL < D z Z DATE � J DATE J U mcj� U, O O J Q N CO c� ~ w J Q O G~ cj II Q o O Q H� Q O Q O.Q ccI Q -} p N IL W L 3 L W L U 3 ofn 3 L W 6O I OICNI �'� co W C Lij w = .362 W O+ ? J } O+ La + LL m 0+,� C CO 00 �w 1- O W r- W w M Lu L LL c O Q . . '. TOW=359.24. _ LL o a TRACT ]240r^ w\ Z v— [)� LL IQ WCL < D z Z DATE � J DATE J U mcj� U, O O J Q N CO c� ~ O O J Q O G~ cj II Q o O Q H� Q O O.Q ccI Q -} N 0000 W L 3 L W �� U 3 ofn 3 L W 6O I OICNI �'� co W W W .362 W O+ U + CL O+ La + LL + 0+,� C CO 00 . . . . . 1- O W r- W O M M c; W � c TOW -3 8.57 c_ 358........: ............ To • =3 7.90 ..... .. :.. :... :. 358 TOW=35.7.24 : _ TOW=356.40 TOW= 56.57 . . . . . . . . . . . . . . . . . . . . . . . . . . . .� . . . . . . . . . . . . . . . ' I - ii 354:........ .. � . :I :354 c co:............................_.........................,.............. .......�..........................^................. ......... . ...... ............. ......... ... .... ....... ..... ......... V) CO N CO N 00 ^ ^ H r W n U)II- t` O ^ CL w z ty0 U cna O W N �Lu J C) C'!o C� U' s. la ......................................... ......... m co 0 .362 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . c; . . '. TOW=359.24. _ TOW -3 8.57 c_ 358........: ............ To • =3 7.90 ..... .. :.. :... :. 358 TOW=35.7.24 : _ TOW=356.40 TOW= 56.57 . . . . . . . . . . . . . . . . . . . . . . . . . . . .� . . . . . . . . . . . . . . . ' I - ii 354:........ .. � . :I :354 c co:............................_.........................,.............. .......�..........................^................. ......... . ...... ............. ......... ... .... ....... ..... ......... F/N/SHED GRADE PROF/LE (STREET & L 0 T SIDE) -- FINISHED GRADE PROFILE FIN/SHED GRADE PROFILE __--r-------- ----------=-------- ----- --------------.----------------------------- 13 P 3/21/2019 1. 1 3012 (STREET & FUTURE PAD) --------------- - ------------------------y� TOF=351.90 - - (STREET &LOT SIDE) --- ----------------- ----------------------- - - - - - - - - - - - - - -----------T ------------------ --------- ---_ -TOF=351_24 _ - - - - - - - - - - - - - - - - -.- - - - c' O 350: : _,-: --.-- --- --- : : : --- -- - -- ----------. TOF= 50.57 ------------------------------- -- . SHEET : : :: _ - -:— - - - - _ — — — — — — —.T T....-........................................................... s> TOF=349.73---,--------= -TOF=34__G---=---- _ _ _ 350 - - - T DES/GN FLOW -INE PROFILE 76+00 . - -. . . - -. . . `DES/GN- FLOWL INE -PROFILE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . E 64+00 65+00 66+00 67+00 68+00 69+00 70+00 71+00 72+00 73+00 74+00 75+00 ; . -f — ; I T E) BLOCK WALL PROFILE COB RECORDS No. IOF 5 SHEETS U) L.� O U J J w z ty0 U cna O W N �Lu F/N/SHED GRADE PROF/LE (STREET & L 0 T SIDE) -- FINISHED GRADE PROFILE FIN/SHED GRADE PROFILE __--r-------- ----------=-------- ----- --------------.----------------------------- 13 P 3/21/2019 1. 1 3012 (STREET & FUTURE PAD) --------------- - ------------------------y� TOF=351.90 - - (STREET &LOT SIDE) --- ----------------- ----------------------- - - - - - - - - - - - - - -----------T ------------------ --------- ---_ -TOF=351_24 _ - - - - - - - - - - - - - - - - -.- - - - c' O 350: : _,-: --.-- --- --- : : : --- -- - -- ----------. TOF= 50.57 ------------------------------- -- . SHEET : : :: _ - -:— - - - - _ — — — — — — —.T T....-........................................................... s> TOF=349.73---,--------= -TOF=34__G---=---- _ _ _ 350 - - - T DES/GN FLOW -INE PROFILE 76+00 . - -. . . - -. . . `DES/GN- FLOWL INE -PROFILE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . E 64+00 65+00 66+00 67+00 68+00 69+00 70+00 71+00 72+00 73+00 74+00 75+00 ; . -f — ; I T E) BLOCK WALL PROFILE COB RECORDS No. IOF 5 SHEETS 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 LEGEND L PC = PROPERTY CORNER FG = FINISHED GROUND (LOT SIDE) AP = ANGLE POINT FG** = FINISHED GROUND (STREET SIDE) BC = BEGIN CURVE CTR = CENTER CL = CENTERLINE TOW = TOP OF WALL CONC = 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 LINE R/W = RIGHT OF WAY INTERSECTION TOF = TOP OF FOOTING N 1 ` 20 19 18 .�.�_..K. ; ------------------------- 1�------o -------------- NOTE ---------NOTE: A 10' WIDE TEMPORARY EASEMENT FOR FUTURE WALL CONSTRUCTION SHALL I 1 11 BE DEDICATED ON FINAL MAP. / 1 STOCKDALE RANCH DRIVE (SEE SHEET 3) J O J 0 03 f- rn d `d' J O N 9 x 10 11 TRACT 7317 NOTE "A": A 10' WIDE 1EMPORARY EASEMENT FOR FUTURE WALL CONSTRUCTION SHALL 3E DEDICATED ON FINAL IVAP. NOTE "B": A 2' WIDE WALL FOOTING EASEMENT SHALL BE CEDICATED ON FINAL MAP. FG 10' L SEE NOTE "A" Qw j Z Cn W 4 z CL �., �.. J m 12' J Q J 2 SEE o J NOTE o� v W „B" 3 m a- T w r- 0 ................... m + O PROPOSED BLOCK WALL WEST BELTWAY A TYPICAL SECTION NO- TO SCALE WEST BELTWAYALIGNMENT— — — S). ot, Sl' Al 17 16 S00*35'45"W 15 14 ------------------------------------- — ------------ — — — ---------- -- ------------ y.9 _______ _ s -- ------ �G y ------ 2' WIDE WALL FOOTING EASEMENT --5-- —R---- EAST $OUNDARY LINE TO BE DEDICATED ON FINAL MAP a 29 EAST BOUNDARY LINE v= 30 31 13 ----- - 12 -- v CL m + HORIZONTAL: 1"=40' VERTICAL: V=4' 32 —NATURAL GROUND 4" MIN c-, 11 \ b — NOTE: A 10' WIDE TEMPORAR" EASEMENT FOR FUTURE WALL CUISTRUCTION SHAD BE DEDICATED ON FINAL MAP. / 33 RECORD DRAWING QQv_ U- LL oE8o 1822 p7 J v,mo 55 -7yw 5W¢oOZ W wa wi¢w-;r0> F, av�Fw > rN-ozroz-1v~ivi w�3�m�i zQ W_ a. 0-wgacovjc, :now D w u . 0< Z C W - � ;3 30: nooo .n ;„a wxw uJ}>OvZFVi u. cn u, Q► O Z_ w Q O O m 0 p¢ O Z o �gppw¢�O _z =U- ¢, wt`<wF v�Z4oa z& WZ w z w o< °: �a-Za-F--w>aw'c; ¢ w 0 w C O Z< 'u u ZZmS'a �Z�py1tzzCW� 22 V> QOLIICA25C Opw4.OXfZQu. 0WOv, 0w0OaoFF tY �U>�h, C�0aw, oz < 'o �Zao > _j -> u �nzUouawitwuJi��a� w ui <O0g!Qv OmcnV�2q zcCw w Lu 0 0 o16 sa u`12mz�wzv; t-r-sarc� orx¢< 10+00.00 SE PROPERTY COR. BY, FRED W. PORTER, RCE 33448 EXP. SOUND WALL PER WJV ACOUSTICS STUDY (WJVA REPORT NO. 16-030, DATED AUGUST 25, 2016) DATE C) (D ui z E r 64 > tib 0 w. U)LL- < w m >� W w M cz z a O z C4 ED Lu U) W � c�D a 0 c\1 ryry r CL W \`\ �- Qw j Z Cn If z CL �., �.. J m � J Q J Q w Q � J � � o� O d as 3 m a- 03 a w r- V a ................... m + O o< k-: a o BY, FRED W. PORTER, RCE 33448 EXP. SOUND WALL PER WJV ACOUSTICS STUDY (WJVA REPORT NO. 16-030, DATED AUGUST 25, 2016) DATE C) (D ui z E r 64 > tib 0 w. 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