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HomeMy WebLinkAbout1.4-7317 Ph 2, 4 & 5REVIEWED BY: TRAFFIC ENGINEER, CITY OF BAKERSFIELD DATE REVIEWED BY: r, -off -ls ASSISTANT PUBLIC WORKS DIRECTOR, CITY 0F BAKERSFIELD DATE STUART J. PATTESON C 44898 APPROVED BY: PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD NICOLAS C. f IDLER, R.C.E. 61069 QENCHMA.R.K., USEDMllrl•Irr• prr' • 11 I' SED rYlrirrlrp 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 `r L% DATE 0 .E.N.Y.!jMARK. - 5.ET:.. 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) BASIS F BEARINGS: THE BEARING OF NORTH 89°2757" 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. LEGAL DESCRIPTION: PARCELS 1 AND 2 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. VICINITY- MAP. NO SCALE PHASES 4 • • BAKERSF . IELD, CALIFORNIA SHEAT Flo. INDEX O TITLE SHEET CD GENERAL NOTES TYPICAL. SECTIONS O STOCKDALE RANCH DRIVE STATION 54+90 — 63+00 D STOCKDALE RANCH DRIVE STATION 63+00 — 71+50 UO STOCKDALE RANCH DRIVE STATION 71+50 — 75+49 SAN BUENAVENTURA STREET 5UNAPEE DRIVE O PERIMETER BOUNDARY WALL (WEST BELTWAY ALIGNMENT) CD PERIMETER BOUNDARY WALL (FREEWAY INTERCHANGE ALIGNMENT) QD PERIMETER BOUNDARY WALL (WESTSIDE PARKWAY ALIGNMENT) CD SUMP LOT WATER WELL SOT GE (X> SHEET INDEX NUMBER PROPOSED BLOCK WALL QEEN 5MEET PERMiI, NOPE 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. // { i ti ✓1 J-� STOCKDALE HIGHWAY -71 FREEWAY INTERCHANGE CD / 60 / 29 30 31 61 59 58 28 A R ALS LISI / 24 2564 © ESTIMATED QUANTITIES FOR PLAN 26 27 < CHECK AND INSPECTION' FEE CALCULATIONS. pp , 1 2 3 7 83 84 ���= 23 �--, QU�tO S�'tq-- _ NOT TO BE USED FOR BIDDING PURPOSES. A 22 21 20 19 BLOCK WALL PHAS 2 PHAs 4 PHAS.E.5 LOLAL 6'--8"' WALL 1,554 LF 631 LF 1,426 LF 3,611 LF 7'--4" WALL 931 LF 385 LF 733 LF 2,049 LF 8'-0" WALL 0 LF 0 LF 151 LF 151 LF 8'--8" WALL 0 LF 7 LF 46 LF 53 LF 9'---4" WALL 0 LF 0 LF 4 LF 4 LF QEEN 5MEET PERMiI, NOPE 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. // { i ti ✓1 J-� STOCKDALE HIGHWAY -71 FREEWAY INTERCHANGE CD / 60 / 29 30 31 61 59 58 t I C= L.. I � a r C- V) Lj R�I { z L 20 , p 22 I- — U. W 27 19 18 ASE 24 23 <• ,, 17Lj_25 21 } f / - 28 `''`., Sqr w 16 74 � 27 26 31 30 29 28 t a yA 40 30 31 _ cn — COURT ��. 20 - — a •. //SUMP 39 PHASE 5 32 33 CLARA_ n /19 N 9 38/37"-1411 75 76 vz 14 15 16 17 18 1 �` 36 35 77 78 79 80 s 34 WATER WEL~�C 13 *� 1 i 10 / � 12 11` 812 / 41 10 9 8 82 81 13 ..�` 42 43 _�` __�--- 7 % 44 � 45 Zn 28 32 62 / 24 2564 © 55 57 56 63 26 27 < a 33 65 pp , 1 2 3 7 83 84 ���= 23 �--, QU�tO S�'tq-- _ �? - .. A 22 21 20 19 Wu 51 52 53 54 50 9 18 10 11 PHASE 4- 17 16 66 67 _)049 � Cit a 12 w � to r.�..' ."„" _..�. �" �- E„!�.`e .�. .__....�,- ---- „� _--- 46 45 �� g 13 14 15 72 71 70 69 68 � 48 47 43 7-- PHASE 3 ��>� u III FUTURE �� / 25 24 -� 6 5--~- 4 3 -� DRIVE- 42 40 41 23 26 22 21 w 21 73 Q 32 33 34 35 36 37 38 39 t I C= L.. I � a r C- V) Lj R�I { z L 20 , p 22 I- — U. W 27 19 18 ASE 24 23 <• ,, 17Lj_25 21 } f / - 28 `''`., Sqr w 16 74 � 27 26 31 30 29 28 t a yA 40 30 31 _ cn — COURT ��. 20 - — a •. //SUMP 39 PHASE 5 32 33 CLARA_ n /19 N 9 38/37"-1411 75 76 vz 14 15 16 17 18 1 �` 36 35 77 78 79 80 s 34 WATER WEL~�C 13 *� 1 i 10 / � 12 11` 812 / 41 10 9 8 82 81 13 ..�` 42 43 _�` __�--- 7 % 44 � 45 Zn BR04K ----_ Y -COURT - _ � L.j z 46 6 ,� FUTURE / `� `- �.. 2 3 4 6 , 1 2 3 7 83 84 ���= 5 ta,l.. �? - .. ('0a5 U. � PHASE 6 r Cit a w � to r.�..' ."„" _..�. �" �- E„!�.`e .�. .__....�,- ---- „� _--- -_ RANCH Z UJ FUTURE t� PHASE 3 ��>� u III FUTURE 0 r" CL PHASE 1 KEY MAP. SCALE: 7'=200' F U ©-50 CAQ u. ow< co n 8 ' utl> oWA � c, c. p!a C7©t? wc9 < 01.5 9� §z fnza ur m S2 az 0 0z dmp2wRw �c ,a � z u�a n�Q�� amQa.Ifv°926 2�-i "96 _ 86a wa t3 C9�ULu ��ZdQ A aw©m uiixiup t w °�tii wd ul !l�t- aQ�.Qtt� lY W (n t�.t uj Z �0 • ODM � 00 �WZcn z < w d <w www W w' + .zos>_WF-U A3W LLJZZ < 0 *ZF-Mfl LLJ mw 050 CL w0� �� c �<r>mw Lu W> —w 3c:0Z0m I ©25zo now ,`�+.. � U- W tj.. © w ©_j_j awl U_W3�Wo <mw0pp�Utli Uwwa <3—z U 0 0 U .,,1 WO ��Q W _j LLJ `rZ(n >"t �<< Z 0 z O U .•...,.,. p -D: it w w z w 0 (non- o - 0 (.f) 1. x W to :�o Lij -000m r U wrrr.. co L.j z a o Q "7 r.rrl � V �b (0 . LL O0)� ca ta,l.. uJuJ z Z ('0a5 U. � cc r Cit a w � to 06wo Z UJ w t� 0' 0 r" CL h w LL cr. O a. uJuJ z Z W uj LL Lu a DATE 10/15/2018 PA JOB No. 3026 SHEET DIAL i 1-800 -227-2600 AT LEAST i DAYS BEFOREYOU DIG 1.4-7317 Ph 2 4&5N"! !B RECORDS • OF 9 SHEETS �w DATE 10/15/2018 PA JOB No. 3026 SHEET DIAL i 1-800 -227-2600 AT LEAST i DAYS BEFOREYOU DIG 1.4-7317 Ph 2 4&5N"! !B RECORDS • OF 9 SHEETS 9ENEBAL NQTE5 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. 0. 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 SMALL 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. NORMAL STAKING AND MARKING OF THE PROJECT WILL BE SUPPLIED ONLY ONCE. ALL RESTAKING OR REMARKING SHALL BE AT THE EXPENSE OF THE CONTRACTOR. 16. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION WITHIN THE STREET RIGHT---OF--WAY, THE CONTRACTOR SHALL GIVE THE CITY CONSTRUCTION INSPECTION DEPARTMENT AND THE CITY PARKS DEPARTMENT 48 HOURS NOTICE. 17. ALL CONSTRUCTION SHALL CONFORM TO THIS PLAN, THE CALIFORNIA BUILDING CODE, LATEST EDITION, AND STANDARDS PERTAINING THERETO, AND THE GEOTECHNICAL INVESTIGATION PREPARED BY KRAZAN & ASSOCIATES, INC JOB No. 022--16004, DATED MARCH 9, 2016 AND ANY ADDENDA THERETO. THESE DOCUMENTS SHALL BE MADE A PART HEREOF. 18. 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. r1��.ALL N EES 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 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 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 IN 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 8c STORM DRAIN PLANS, WATER PLANS AND DRY UTILITY PLANS FOR THIS MAP. WAIER.PBOOFi P FICAT N 1. WATERPROOF SURFACE WITH 1/47 -THICK ASPHALTIC WATERPROOF COATING OR APPROVED EQUAL AS PER CITY STANDARD L-8. 57RUCTU.RAL .N _ 11 11 4' 1 Irl Ilr�l 111 W GENERAL NOTES 1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE SECTIONS OF THE CALIFORNIA BUILDING CODE, LATEST EDITION. FQUNDA110N 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 A61,5, 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. TRACT 7317 PL 2" BRICK CAP (STOCKDALE RANCH DRIVE) OR 2" MORTAR CAP (EAST BDRY WALL) WESTSIDE PARKWAY WEST BELTWAY FREEWAY INTERCHANGE OR STREET SIDE -r-. #4 CONT. 0 32" O.C. #4 @ 32" 0.-C. *FG M OMIT HEAD CTR. p JOINTS 0 FG 't w 0 C2 *FG ALTERNATE � � �? LEGS < cn #4 CONT. °: ° . TYP. Q (3 TOTAL) _--_T - 3" CLR. 0� TYP. 12» 1 •,�6» a 2'-6" �- * HIGH SIDE FG VARIES 6*- 8" OR 79-4" WALL A MID- SECTION N.r.s. TRACT 7317 PL WESTSIDE PARKWAY WEST BELTWAY 2" BRICK CAP (STOCKDALE FREEWAY INTERCHANGE RANCH DRIVE) OR 2" MORTAR OR CAP (EAST BDRY WALL) STREET SIDE r� cTR. m-' CTR:--� 00 ('0 _1 OMIT` HEAD --,\ JOINTS CSD FG� o° � *FG #4 0 16" 0. C. *FG TRACT 7317 PL 2" BRICK GAP (STOCKDALE RANCH DRIVE) OR 2" MORTAR CAP (EAST BDRY WALL) :-- (, -I z OMIT MEAD =� JOINTS 0 FG .*FG #4 CONT. TYP. (3 TOTAL) 3" CLR. TYP. WESTSIDE PARKWAY WEST BELTWAY FREEWAY INTERCHANGE OR STREET SIDE #4 CONT. CSD 32" O.C. c� U- 0 0 ,to ¢ z M #4 0 24" O.C. *FG �--- z CTR. ca ALTERNATE x a LEGS a d t. 0r 12" 2'-^O" 3' 0,► �-- * HIGH SIDE FG VARIES 6'--8" OR 79-4!' WALL B END -SECTION TRACT 7311 PL 2" BRICK CAP (STOCKDALE RANCH DRIVE) OR 2" MORTAR CAP (EAST BDRY WALL) WESTSIDE PARKWAY WEST BELTWAY FREEWAY INTERCHANGE OR STREET SIDE CTR. v m1.om_ CTR: to t OMIT HEAD----, JOINTS 0 FG °x0 C *FG #4 @ 32" O.C. *FG -WATERPROOF z SURFACE TO FG w - #`I. 0 32" O.C. � 6 ALTERNATE LEGS q « #4 CONT. TYP. a c� (3 TOTAL) 3" CLR.- TYP. LR. TYP. 12" 1'--f" * HIGH SIDE FG VARIES 8'--0' OR 8'-8" WALL MID-SECTION N..s. 4t'P �� 41 10 3/4 (3) #4 REBAR EA.�' FTG, REINFORCEMENT WAY 0 PILASTER � PER WALL DETAIL f / �. ,�.. CONT. REBAR PER I o WALL DETAIL r LS/PL----�-- "' .�' ",'. c° ' .. #4 VERT. REBAR � w(6 TOTAL) Q o U- o- PILASTER VERT. REBAR PER ter. � 4%0 z WALL DETAIL .- -- -t- -- -- -- M BRICK VENEER (SEE MATERIALS LEGEND _6"x8"x16„ ##3 TIES 0 24" o.c. .r..l., ....... el. ..a........... ,... BLOCK 1,�0►, 1,_0„ -,-WATERPROOF :Z SURFACE TO FG w M #4 0 16" O.C. � >t ALTERNATE LEGS 4 #4 CONT. TYP:-- (3 YP. (3 TOTAL) row, 3 CLR. �--- TYP. 12" 2'--0" a * HIGH SIDE FG VARIES 30-0" 89--8" OR 9'--4" WALL END -SECTION 2,-4» (6"x8"x16" BLOCK & 6"x8"x12" BLOCK) n*"*N MONUMENT WALL PILASTER 0 TRACT ENTRANCE N•T S. TRACT 7317 PL STSIDE PARKWAY WEST BELTWAY 2" BRICK CAP (STOCKDALE FREEWAY INTERCHANGE RANCH DRIVE) OR 2" MORTAR OR CAP (EAST BDRY WALL) S''I' SIDE CTR: - b> Q �Q ,,�-- #4 0 24" O.C. Y \� *FG ` z �v a m x #4 24" O.C. a �0 a Eo v OMIT HEAD -----WATERPROOF g JOINTS 0 FG SURFACE TO FG < cc *FG n d ALTERNATE LEGS c� #4 CONT. TYP. ° a a (3 TOTAL) �. 44- 3" CLR, TYP. 12" 2'--0 U HIGH SIDE FG VARIES $'-O" WALL O END --SECTION N... FTG. REINFORCEMENT #4 VERT. REBAR (3) #4 REBAR @ PILASTERCMU BLOCK PER PER WALL DETAIL (4 TOTAL) WALL DETAIL 0 + CONT. REBAR PER 0 < WALL DETAIL W 0wC.) CL a ilt VERT. REBAR PER, WALL DETAIL + -^- __ «.. ._...,_ -4-/ O 00 s BRICK VENEER (SEE CL 0 MATERIALS LEGEND #3 TIES @ 24" o.c. 2'--0" (1) #4 REBAR �2 9" 8"x8"x16" 9" FTG. BUMP OUT BLOCK W NOTE: PILASTERS SHALL BE 50' O.C. OR EVENLY SPACED Q BETWEEN FULL PILASTERS (SEE PLAN FOR STATIONS) w GTYPICAL WALL PILASTER a U. MID -BLOCK . s MCKDALE BANC 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 NORTH EAST 6N12 WEST. UN ARY LINES) BLOCK: 6"X8"X18" CONCRETE STANDARD PRECISION BLOCK COLOR: GREY MANUFACTURER: DESERT BLOCK CO. GROUT: COLOR: GREY CAP: MORTAR CAP COLOR: GREY V rLcam" 0 . 0 w(0)rn z8ww ZtI_ 0>� � UJQo0 z a. 8 � � �2 L6 Wm�r- �02© c ©_-jl C62 z � a© a c6'w wo .0, Q d �' c6 'w c0� eca 9 � aw>�i�cz�+-coo Lam= Qom' tJ W i�©Zy� a0Qc0 p�zo9w 0z COZ0 Col- NIz Q w 4 z a -IOU > in 0 Qu' 6z0'3:,6 Q iit w w>v`�`0 . t3 LasS it ta Q0 uoa.o,P fn = P � � w- '91 Q w v -g as 0618 toIM W r d co Li z E0 h- 0 aU- Z OCt clq LU i"' M SLS z ' 0 0 CJ LLur! w0 a DATE 10/15/2018 Q PA JOEL No. 3028 �v SHIEST E a) 0 a E 1.4-7317 Ph 2 4&5-"' i COS RECORDS No. �; OF � SN.EETS z 0 Q W a ilt � 0u O w s CL 0 �2 W W Q w a U. a DATE 10/15/2018 Q PA JOEL No. 3028 �v SHIEST E a) 0 a E 1.4-7317 Ph 2 4&5-"' i COS RECORDS No. �; OF � SN.EETS z 0 W a DATE 10/15/2018 Q PA JOEL No. 3028 �v SHIEST E a) 0 a E 1.4-7317 Ph 2 4&5-"' i COS RECORDS No. �; OF � SN.EETS .. TRQ.QTIQN NOT 5 ALL STATIONS AND OFFSETS ARE TO BACK OF WALL (LOT SIDE) ALONG LANDSCAPE LOT UNLESS OTHERWISE NOTED. AL 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 NOTE "A": 2' WIDE WALL FOOTING EASEMENT TO BE DEDICATED ON FINAL MAP NOTE "B": ADDITIONAL WALL, LANDSCAPING AND PUBLIC UTILITIES EASEMENT TO BE DEDICATED ON FINAL MAP WESTSIDE PARKWAY ALIGNMENT (SEE SHEET 8) i.END PC = PROPERTY CORNER AP = ANGLE POINT BC = BEGIN CURVE CL = CENTERLINE CONC CONCRETE CONST CONSTRUCTION EC =END CURVE FTG - FOOTING GB = GRADE BREAK LS LANDSCAPE R f W = RIGHT OF WAY TOF = TOP OF F001I NG 'ja g m4 +M d¢� tri fn W FG w FINISHED GROUND (LOT SIDE) FC** FINISHED 'GROUND (STREET SIDE) CTR = CENTER TOW = TOP OF WALL RETG = RETAINING PROPOSED BLOCK WALL MAX MAXIMUM (PER THESE PLANS) MIN MINIMUM CLR - CLEAR IM._ = WALL STATION PL INT = PROPERTY LINE INTERSECTION GRADE 0 2:1 _ ST RW i EXISTING 10' WIDE SIDEWALK, LANDSCAPING AND PUBLIC UTILITIES EASEMENT PER P.M. NO. 12232 CLLL 121 1 PROPOSED 6' WIDE----" MEANDERING SIDEWALK PER STREET PLANS ST CL NOTE: THESE IMPROVEMENTS TO BE DONE PER TRACT 7317 j STOCKDALE RANCH DRIVE CONSTRUCTION PHASE A AND 8 STREET PLANS 45' RIGHT-OF-WAY 34' I WALL STATION 54+90.03 -- 61+55.12 WALL STATION 65+70.71. 75-49± STOCKDALE RANCH DRIVE (EXISTING PER TRACT 7317 CONSTRUCTION PHASE A AND 8 STREET PLANS). NOT TO SCALE ADDITIONAL LANDSCAPE EASEMENT TO BE DEDICATED ON FINAL MAP (DUE TO LINE OF SIGHT SETBACK REQUIREMENTS) PROPOSED BLOCK WALL (PER THESE PLANS} } WIDE SIDEWALK, I LANDSCAPING AND PUBLIC I UTILITIES EASEMENT PER P.M. NO. 12232 2, 8t I 6 1 RW ST CL NOTE: THESE IMPROVEMENTS TO BE DONE PER TRACT 7317 STOCKDALE RANCH DRIVE CONSTRUCTION PHASE A AND B STREET PLANS 45' DIGHT -OF -WAY GRADE 0 2:1 PROPOSED 6' WIDE---' MEANDERING SIDEWALK PER STREET PLANS 34' I WALL. STATION 62+81.41 65-170.71 STOCKDALE RANCH DRIVE (EXISTING PER TRACT 7317 CONSTRUCTION PHASE A AND B STREET PLAN5 NOT TO SCALE "- m � co a. 0- SAVA 00 +a-- ANR rc w 5) w � '' a' (Sff 1 CD C) � , i n ci < <n ¢ � �' + � m iii 7Q �q, 1 i g. WATER - A -- 4 I 10 ,, WELL fl- 45 P CD I "{` � 41 � v 42 m 43 + 44 , :� 96 ' o ! I t --T ., -�. i __ _ _�i _. i 4f1 LO ! m _t 4 0 p N -'a � ; >. w 1 1 1 � � � � r �✓ 5go,fl * ,-- -j ^'S6.h ' �+(} � vas � J U) // 1 �. ��\ �` ~'4,�..i LO :F19 - - F_-55.0 _'' o,� _ h "IV NOTE "A" o-� t Q) 42 5 _ . 750 Y r�.-- 513.5 _ _U.4 _s _ 50.3 µ--�t�.2 _ _5o.i ^ 60.0 - -- -� 55o.oa'�_ -'.. "..' --- -'� off► ----._-.__ "'•-- ..,.... 5S '`' any _ _ _ _ _ _ _ - - _ _ .. LINE 4F 5��3 _ _ - - - - _ _ . -- 1 LA 54+71.,23 c� �•-_.._,--,„,,._ 56-f•1�•.64 �' � ..... -..- --" S75-35'3c3"E �a"� st.> � +....---} � ----.-�-.__ 56 CL 1 T j 57+15,24 ....�... � " M �p 00 ._..... -. CJ �"j (} ..aM.�"r..... �.............,-._- ^.""�' .�..,r+,.'. _. �1^"r''+'24.72 N� _,.,,, .,.,,_, �,�, -.--.. -..__. _'".. -.__ -� � -� � -,... ---.. �.-...._.....F..._ ... ., _ I...._...._.�. _.............,..._..�; ,,"_..a.^-«�+-"""^'"ex."..'""�. "....._.. _. _..«..,�. � yap ....�_ ,�,.�. _„_,. --,.' ..,,,. ••--• y,,,, ✓ �.+.. .`.'"" �+.. r.+...�..+.... �`-.�.... -�." -...., cam- }!/ Cj�, r'- _�.�. 7"---^..�. �...... .n,r.. _r „"."' +rr+ ."*. � ..,�.- .'.__.,. _""' .✓ •._..- _""' ✓ -✓ �-^^ �� 59 CN - •�... ....�" -._.._ __,.. �,,. ----..... hrj. '."^~ -- mow._....., ...__ ..�... ._.... _..,,. _..�-......-�-...-•---•- -'-�-- ^--•..• ....................... BROOK UNE LAA, t'� 1 ! 1 } ' } f PHASE 5 HORIZONTAL: 1"-40' ER t CAI,:. 1 n= 4# CURVE TABLE CURVE RADIUS LENGTH DELTA TANGENT Cl 1945.00' 439.89' 12'5730" 220,89' C2 1945.00' 425,75' 12°32'30" 213,73' C3 d t� t.,• -mac. ? F- a c t� • - © c� , ra .. s �? t� r� t-- ,,.� �� s!- ! c � W o Cl �„ u- 1 + in i1 +CN *�- ».�Ca QUic. h t,.u- ty4.4L-cpI.,..4L., �� c1. .�. tL "�' uj ' f" a's .}. CL 0. � A5 -}- aW �p� .f. � �- SUMP LOT " -.j a �� + N �ts. + � - `n r '� r -T' - _-r-_ u')q -t I %n to + co ST RW i EXISTING 10' WIDE SIDEWALK, LANDSCAPING AND PUBLIC UTILITIES EASEMENT PER P.M. NO. 12232 CLLL 121 1 PROPOSED 6' WIDE----" MEANDERING SIDEWALK PER STREET PLANS ST CL NOTE: THESE IMPROVEMENTS TO BE DONE PER TRACT 7317 j STOCKDALE RANCH DRIVE CONSTRUCTION PHASE A AND 8 STREET PLANS 45' RIGHT-OF-WAY 34' I WALL STATION 54+90.03 -- 61+55.12 WALL STATION 65+70.71. 75-49± STOCKDALE RANCH DRIVE (EXISTING PER TRACT 7317 CONSTRUCTION PHASE A AND 8 STREET PLANS). NOT TO SCALE ADDITIONAL LANDSCAPE EASEMENT TO BE DEDICATED ON FINAL MAP (DUE TO LINE OF SIGHT SETBACK REQUIREMENTS) PROPOSED BLOCK WALL (PER THESE PLANS} } WIDE SIDEWALK, I LANDSCAPING AND PUBLIC I UTILITIES EASEMENT PER P.M. NO. 12232 2, 8t I 6 1 RW ST CL NOTE: THESE IMPROVEMENTS TO BE DONE PER TRACT 7317 STOCKDALE RANCH DRIVE CONSTRUCTION PHASE A AND B STREET PLANS 45' DIGHT -OF -WAY GRADE 0 2:1 PROPOSED 6' WIDE---' MEANDERING SIDEWALK PER STREET PLANS 34' I WALL. STATION 62+81.41 65-170.71 STOCKDALE RANCH DRIVE (EXISTING PER TRACT 7317 CONSTRUCTION PHASE A AND B STREET PLAN5 NOT TO SCALE "- m � co a. 0- SAVA 00 +a-- ANR rc w 5) w � '' a' (Sff 1 CD C) � , i n ci < <n ¢ � �' + � m iii 7Q �q, 1 i g. WATER - A -- 4 I 10 ,, WELL fl- 45 P CD I "{` � 41 � v 42 m 43 + 44 , :� 96 ' o ! I t --T ., -�. i __ _ _�i _. i 4f1 LO ! m _t 4 0 p N -'a � ; >. w 1 1 1 � � � � r �✓ 5go,fl * ,-- -j ^'S6.h ' �+(} � vas � J U) // 1 �. ��\ �` ~'4,�..i LO :F19 - - F_-55.0 _'' o,� _ h "IV NOTE "A" o-� t Q) 42 5 _ . 750 Y r�.-- 513.5 _ _U.4 _s _ 50.3 µ--�t�.2 _ _5o.i ^ 60.0 - -- -� 55o.oa'�_ -'.. "..' --- -'� off► ----._-.__ "'•-- ..,.... 5S '`' any _ _ _ _ _ _ _ - - _ _ .. 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BROOK UNE LAA, t'� 1 ! 1 } ' } f PHASE 5 HORIZONTAL: 1"-40' ER t CAI,:. 1 n= 4# CURVE TABLE CURVE RADIUS LENGTH DELTA TANGENT Cl 1945.00' 439.89' 12'5730" 220,89' C2 1945.00' 425,75' 12°32'30" 213,73' BLOCK WALL PROFILE p0.C?0 awttCJs�n # ccncWX>coP u. w-0 -0) ) cc Q { .... Q tot uj umj 0 w z � j- > 9¢w-'5zz a w cazm 0 iu w S2 '0.Y woc� Z t� c? T ;, ow g I-- cn o < izIm N tai u..+.= zc��cni= Z N ' Gtr©'Q �wwUJ=pva%0i Jvz0cl !9 uj W zW HON C%j to Q w �zc�°L °-w229 0 a cu to _© � 8 2 , 0 v vi(9 C15 Lum -�u�wp 0 z w� �w >�•-`©g'w< 102v lux- , us ED © TZ 8" > C3 d t� t.,• -mac. ? F- a c t� • - © c� , ra .. s �? t� r� t-- ,,.� �� s!- ! c t..- f.., o Cl �„ u- o ©... i1 +CN *�- ».�Ca QUic. h t,.u- ty4.4L-cpI.,..4L., �� c1. .�. tL "�' uj ' f" a's .}. 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Q . . . . . . . . - . :-- ...� ., : . . . . . . . ...� "" ..... . . . . . . . .�..., ....,.._.....__ . . . . . . . . ...,.:...r ..: :..:.w .. ...,...,.... _,........ ......,........._ ..... ,,..., ..k.. ti-.-• - :- --- +-: - .... ; ..,.. --: - . . . . . . . . . . . . . . . . . . . . _ . . . . , . . . . . . ` . . . . . . . . .�- FG STREET _.t._ ._.. _,..,, ._....�....�..,.... F/MISNED GRADE PROR7L.E flK15H�D GRADE PRt�f7LE . 346 :..... : : : FG LOT (S7`EET SIDE) : : {�TR�'ET cit LOT SIp�J : : : : 345 , . . . . . . . . . . . 55+oO 5�+00 , . . . . . . . . . . . . 5�+00 . . . . . . . . . . . . . . 58+�� . . . _ ��+�� . . . . . . . . . s0+�� . . . . . �� +00 . . . . . . . . . . . . . . . . s2+00 . . . . . . . . . . . . . �3+oO BLOCK WALL PROFILE p0.C?0 awttCJs�n # ccncWX>coP u. w-0 -0) ) cc Q { .... Q tot uj umj 0 w z � j- > 9¢w-'5zz a w cazm 0 iu w S2 '0.Y woc� Z t� c? T ;, ow g I-- cn o < izIm N tai u..+.= zc��cni= Z N ' Gtr©'Q �wwUJ=pva%0i Jvz0cl !9 uj W zW HON C%j to Q w �zc�°L °-w229 0 a cu to _© � 8 2 , 0 v vi(9 C15 Lum -�u�wp 0 z w� �w >�•-`©g'w< 102v lux- , us ED © TZ 8" > 0y"r- � Q w Ota. y r� w tL ua w w � wil ca K~'C p , w � 0. 0y"r- � Q w Ota. y DATE 10/15/2018 a PA JOB No. 3026 i SHEET O >r i .4-7317 Ph 2 ,4&5 COB RECORDS No. '" OF 9 SHEETS Z 4 Lu DATE 10/15/2018 a PA JOB No. 3026 i SHEET O >r i .4-7317 Ph 2 ,4&5 COB RECORDS No. '" OF 9 SHEETS CONSTRQCT QN NOTES ALL STATIONS AND OFFSETS ARE TO BACK OF FALL (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 NOTE "A": 2' WIDE WALL FOOTING EASEMENT TO BE DEDICATED ON FINAL IAP NOTE 1'B": ADDITIONAL WALL, LANDSCAPING AND PUBLIC UTILITIES EASEMENT TO BE DEDICATED ON FINAL MAP A V -j+ ON R l a. 00 20 7p, �.� civ co L.E i D PC = PROPERTY CORNER AP = ANGLE POINT BC = BEGIN CURVE CL = CENTERLINE CONC CONCRETE CONST = CONSTRUCTION EC = END CURVE FTG FOOTING G8 = GRADE BREAK LS = LANDSCAPE R/W RIGHT OF WAY TOF TOP OF FOOTING FG = FINISHES} GROUND (LOT SIDE) FG** = FINISHED GROUND (STREET SIDE) CTR CENTER TOW = TOP OF WALL RETG RETAINING MAX MAXIMUM MIN MINIMUM CLR = CLEAR WL = WALL STATION PL INT = PROPERTY LINE INTERSEC11ON Ali w 110 .�3 ©+ Of-- ujo �P4 to ai s -- N ` '• ,� s �` / C ry coo V u� tL Cp fes- W Q' �p 0 o / .� �.. \�. ���� 6 L. Lo to fl c3� 4 .�.i tin f�'- cls 1A` ii1i Y tom" W .--• ..... ".p ` FG a' =' ccs c� a; diJiVA .o L a --(SEE SHEET 5) �`� 2 cA : p r- 3 w 0 U d s8l• z' �; _. t? s f + f $ ,�' Vit 1 i 1U' 20' t0' 2Q �0 i� h� s SEE NOTE A ► x i -F- ,S t 1 r�'t rr' 1 t 1 F :t3 �. . 6; l F ..- .... x, ',-w-# F ,E ,. A„ fo 1 i 1 1 i i S ti t 1 9 45 _____582. 'v" 1 w •, '",,,ti. V- ZZ: ., 4 "` �; _ ,y _ ` `�.,.. � = -"".sx "." • r"" ten. e--- — C ! 51,0 G- ......*,4 �,.. - OF SIGHT) -- -, .� ti -- _-------- _ - - _ i - -•- --•` o ;'T Lo 65 zz-- . :a ) +09 36 LJ Lz1 COTt �8+92.2g 7044.1 Mme^ 66 e; "' + ..-.-rte.... +..`..+..... ...,.........r....,. -......".. 67 68 f( / '.'"_. _' - i \`1_ +.''^.+._vy ti. "``\ � , ...rte +"' •- t 1 1! 1 1 t 1 1 1 t HjCHESTE'R COURT, ' PHASES 2 AND 5 _N.. HORIZONTAL- 1 "=40' VERTICAL: 1-=4' i o gi-.� 1-; -..1.s o -J..t ## .,--} -}} o w ?. 0 o ,., p N rn � -j C-4 cv � + a ne� i tati± o o to < (o (o (/ rl , cn !21.10 L-Lij 362...... �. .... .... . ..... .. ........ ... .'a .. .................... '� ., ....... ....._...... ..,.'� �... ... ........ ..�- .. ., ...362 oi u!............. ...................... ....... .........0. ...... ........ .� �. .....................u. ........ ..................11. ......t`'. . TOW -35$.95 358. .... . . . . T0Ww358.28 . . . . . . . . . _ .. 358 _ TOW= 357.•20 .TOW -356.54 (.... ....... .........:I ..:. .. .:... ... ............ ...._.. .... ..I ... .. .: .: 354' . .. ... _. ....... ...... .... ......¢... ,... ...... ... .li... .. .. .. ....:. .J... ..... .354 t -I � I- � I # r I ... .. .. .... ... ......... .. ..... _� ..._ ._ .._� x _.... .. --: -%_ .. .. .. . TOF =351.62 F�34_ �_ f .,.,...►�.r..ww..SO..F.=.3..50�95 . . . . . . . . . TO:350.54 . . . . . . . . . . . :. i% . . . . . . . . . . . . .J0 : 350 9.87 RNISHM Gf'AX MOW E'iNISHE MAX t'R� DE AN —f10 KINE ARO ILE' (SMEr & L.ar snit) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . T�4',V iV flO KINE PRORLf . . . . . . . . . •(STREET & iOr S/L)E . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 346... ..... ..............................,.--,.......................................................................................................,.. .... ..... .. ... ......346 63+00 64+00 65+00 66+00 67+00 68+00 69+00 70+00 .7-1-+- BLOCK WALL PROFILE CURVE TABLE CURVE RADIUS LENGTH DELTA TANGENT Cl 1945.00' 136.59' Q 68.32' C2 1945.00' 112.33'3"18'30" t� 56.17' C3 1945.00 146.37' 04`18'42" Q 4 ui U Q Ali w 110 .�3 ©+ Of-- ujo �P4 to ai s -- N ` '• ,� s �` / C ry coo V u� tL Cp fes- W Q' �p 0 o / .� �.. \�. ���� 6 L. Lo to fl c3� 4 .�.i tin f�'- cls 1A` ii1i Y tom" W .--• ..... ".p ` FG a' =' ccs c� a; diJiVA .o L a --(SEE SHEET 5) �`� 2 cA : p r- 3 w 0 U d s8l• z' �; _. t? s f + f $ ,�' Vit 1 i 1U' 20' t0' 2Q �0 i� h� s SEE NOTE A ► x i -F- ,S t 1 r�'t rr' 1 t 1 F :t3 �. . 6; l F ..- .... x, ',-w-# F ,E ,. A„ fo 1 i 1 1 i i S ti t 1 9 45 _____582. 'v" 1 w •, '",,,ti. V- ZZ: ., 4 "` �; _ ,y _ ` `�.,.. � = -"".sx "." • r"" ten. e--- — C ! 51,0 G- ......*,4 �,.. - OF SIGHT) -- -, .� ti -- _-------- _ - - _ i - -•- --•` o ;'T Lo 65 zz-- . :a ) +09 36 LJ Lz1 COTt �8+92.2g 7044.1 Mme^ 66 e; "' + ..-.-rte.... +..`..+..... ...,.........r....,. -......".. 67 68 f( / '.'"_. _' - i \`1_ +.''^.+._vy ti. "``\ � , ...rte +"' •- t 1 1! 1 1 t 1 1 1 t HjCHESTE'R COURT, ' PHASES 2 AND 5 _N.. HORIZONTAL- 1 "=40' VERTICAL: 1-=4' i o gi-.� 1-; -..1.s o -J..t ## .,--} -}} o w ?. 0 o ,., p N rn � -j C-4 cv � + a ne� i tati± o o to < (o (o (/ rl , cn !21.10 L-Lij 362...... �. .... .... . ..... .. ........ ... .'a .. .................... '� ., ....... ....._...... ..,.'� �... ... ........ ..�- .. ., ...362 oi u!............. ...................... ....... .........0. ...... ........ .� �. .....................u. ........ ..................11. ......t`'. . TOW -35$.95 358. .... . . . . T0Ww358.28 . . . . . . . . . _ .. 358 _ TOW= 357.•20 .TOW -356.54 (.... ....... .........:I ..:. .. .:... ... ............ ...._.. .... ..I ... .. .: .: 354' . .. ... _. ....... ...... .... ......¢... ,... ...... ... .li... .. .. .. ....:. .J... ..... .354 t -I � I- � I # r I ... .. .. .... ... ......... .. ..... _� ..._ ._ .._� x _.... .. --: -%_ .. .. .. . TOF =351.62 F�34_ �_ f .,.,...►�.r..ww..SO..F.=.3..50�95 . . . . . . . . . TO:350.54 . . . . . . . . . . . :. i% . . . . . . . . . . . . .J0 : 350 9.87 RNISHM Gf'AX MOW E'iNISHE MAX t'R� DE AN —f10 KINE ARO ILE' (SMEr & L.ar snit) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . T�4',V iV flO KINE PRORLf . . . . . . . . . •(STREET & iOr S/L)E . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 346... ..... ..............................,.--,.......................................................................................................,.. .... ..... .. ... ......346 63+00 64+00 65+00 66+00 67+00 68+00 69+00 70+00 .7-1-+- BLOCK WALL PROFILE CURVE TABLE CURVE RADIUS LENGTH DELTA TANGENT Cl 1945.00' 136.59' 04"01'25" 68.32' C2 1945.00' 112.33'3"18'30" t� 56.17' C3 1945.00 146.37' 04`18'42" 73.22' do 519 u- tJL z0a- ZQ Lu0 w w� �W..t�lt�Fw _ wxm' i OZ 'o szw� FaC4yxca t,.. -��� � �9iF �3-' ocL--�...z�--Xb u uCOZ2 tri 3�al0�P0w:rw �i au. ocwwo UA-ogwo -w ui�-vacn�cn�o� BZW W:Zowwwt�Ix , z u, RL ozmo`cu'w'uq QWw ��j �©°` �- > z Woo �no QLur�"��uQi w 0n..�rzw x;qm > upap�L���M:5 wuavorn�-� 0f^ Py`Vry,l , O 00 w.r..rw � 0-) U-) z o _ >: o L2 do N 06 W wo cl ui wCD N �.= Fw- 0 �- CL DATE 10/15/2018 PA JOB No. 3028 SHEET E a ta.. 1.4-7317 Ph 2,4&5N Q CUB RECORDSNo. OF 9 SHEETS w t� ui w CL z w w w LL C LL n iul DATE 10/15/2018 PA JOB No. 3028 SHEET E a ta.. 1.4-7317 Ph 2,4&5N Q CUB RECORDSNo. OF 9 SHEETS 0NS3Q, T1914 NQ e% 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 NOTE "A": 2' WIDE WALL FOOTING EASEMENT TO BE DEDICATED ON FINAL MAP NOTE "B": ADDITIONAL WALL, LANDSCAPING AND PUBLIC UTILITIES EASEMENT TO BE DEDICATED ON FINAL MAP LED. PC = PROPERTY CORNER AP = ANGLE POINT BC = BEGIN CURVE CL = CENTERLINE CONC = CONCRETE CONST = CONSTRUCTION EC END CURVE FTG = FOOTING GB = GRADE BLEAK LS = LANDSCAPE R/W = RIGHT OF WAY TOF = TOP OF FOOTING FG = FINISHED GROUND (LOT SIDE) FG** = FINISHED GROUND (STREET SIDE) CTR = CENTER TOW = TOP OF WALL RETG = RETAINING MAX = MAXIMUM MIN = MINIMUM CLR = CLEAR WL = WALL STATION PL INT = PROPERTY LINE INTERSECTION T -52.2 �. ------------ � FG._ $82'39'45 •--•�--- X2.4 FG ;_ (LINE OF SIGHT)7 ��� �a . t•.. X550.00 t..: 'd` t� 1 1 ♦,r+ EXISTING 10' WIDE d + LANDSCAPING AND wT 8 z o EASEMENT PER PAI 73 ► 34 ►11' 14i ► `u`' &g 0 V # }�� 01 M- w d M v 10%- .......... ..30 C-4 I 12+00.00 N05'43$42"W - . . . . . . . . . . . . . . 1 0 4� V_ J TAW -X55.. ► SEE NOTE "A" M 10+00.00 # !# 1� , _ " WEST BELTWAY i ... .... ..... ...........,:358 } N ��• LL ALIGNMENT STOCKDALE RANCH . -j ; . c�1 �iI 'o,I COLE BROOK Q 3' SEE NOTE (SEE SHEET 6) COURT .... . :.. ..... RIVI-wro GRACIE ARCRLE352 d c�. U -i p �' cz Q C% .TOF=354.54. . t< t CL Q a_ d a a- CL , co v + 0 1 t v U v 4) rnt a, c» cn 6 t cn rn rn cn �► h t 5 phi N'* Q o)0 � CL Cq C i a+ W �5'� ( (�sEE NOTE A' itf;;j¢�` :z T -52.2 �. ------------ � FG._ $82'39'45 •--•�--- X2.4 FG ;_ (LINE OF SIGHT)7 ��� �a . t•.. X550.00 t..: 'd` t� 1 1 U-) EXISTING 10' WIDE d + LANDSCAPING AND 70+99.94 K. �. EC Lj i`�► # uj 72 EASEMENT PER PAI 73 ► 34 ►11' 14i ► `u`' &g 0 V # }�� 01 M- w d M v 10%- .......... ..30 C-4 I 12+00.00 N05'43$42"W - . . . . . . . . . . . . . . 1 0 �. V_ J TAW -X55.. ► SEE NOTE "A" 00 10+00.00 # !# 1� , _ " r i ... TRACT 7240 BLOCK WALL - --- ^ 53.C?y --_.� -- - FQ FG `" EXISTING 0 EWALK, I �i IMPROVEMENTS L ►ELIC UTILITIESuj 4 1 MAP 12232 74+34.62 75+41.67 3: Poor"'- N79 -20'45"E - 74 CL INT - 75 to mI Q N} X N EXISTING MPROVEMENTS <w F-- ----- ----_------ EXISTING BLOCK WALL TRAGI' 7240 HORIZONTAL: 1"=401 VERTICAL: 1"_4' i Z t,-�.iw� d -it>+ + 0— 0z X d LOW 384 ...........5 ...................................M. .............� .1_ .... 354 + + + < . ... 360 ... . .. ...... ...... .. ......... .. .. ... ... .. .. 3B0 TOW=359.82 . TOW=358,95 jr "No "m 0--domm mom "No ...t.. �. .. ... ,� . .. .. ............. .......... 358 :... t .. : ► ..:.......:.. . ► .: :. .:...: .. ~d. ........... °� .:. .: :. : , . :358 : ........ ..:.1..:...:...:,. .j ;tINISHE4tR�DPR{�F/L�` : : : : : : :,: : : : : _w--------- ------- r - _-- ------ .� _ ...,....�................................ _�......_ 352_ » _ ...1._ _ .« .. _ ..,{ _..T-- --- � ..,, . _ � � �.� �-.r -�.""'""'"'+....-..:...- ..... _ �C�-352,95. . , , .. . . �- _-�_ - .,....-�- -�--...•.•- �......... 1 ..� .�........ .....�.352 - -.--• --�-•TOF=362.28 - TOF=351,62 ......... �,. _....:...... ..._ ...._ .-� .._ . ,....... �9��16w'jqDitf&NE ;P1� iC LE.F/NISHED GRAQE PROs=TLE', . (LOT SIDE) 348' ...:......................... :.. :,. ............................ ........:...:....... ................. 348 71 +00 72+00 73+00 74+00 75+00 76+00 BLOCK WALL PROFILE z d. FG :� 2' WALL FOOTING EASEMENT TO BE DEDICATED ON FINAL MAP R RjW 3' LANDSCAPE LOT TO DE 3' LANDSCAPE LOT TO BE _ DEDICATED ON FINAL MAP DEDICATED ON FINAL MAP -/-PROPOSED BLOCK WALL CA PROPOSED BLOCK WALL- 35' 35' 3' 3 25, . I y 3, 10' 25, 10 20, 10' WIDE MEDIAN 20, B i Ir I� `' 1 2' 2' 18 S2 Ate _ i__1 t, 5' WIDE SIDEWALK if rp _jj� 0 tq 70' RIGHT—OF--WAY FG lV` 2' WALL FOOTING EASEMENT TO BE DEDICATED ON FINAL. 5' WIDE SIDEWALK MAP A TYPICAL LOCAL STREET SECTION -"� n.+ NOT TO SCALE _j CO -i C14 !... + I � � t i ► t ��� �a . t•.. to.: + t..: w� t� 1 1 cp STOCKDALE RANCn fu%i P- 00 fl - d DRIVE o 0 Q oc3 c � Q li) {SEE SHEET 3) "A" ► 34 ►11' 14i ► `u`' &g R RjW 3' LANDSCAPE LOT TO DE 3' LANDSCAPE LOT TO BE _ DEDICATED ON FINAL MAP DEDICATED ON FINAL MAP -/-PROPOSED BLOCK WALL CA PROPOSED BLOCK WALL- 35' 35' 3' 3 25, . I y 3, 10' 25, 10 20, 10' WIDE MEDIAN 20, B i Ir I� `' 1 2' 2' 18 S2 Ate _ i__1 t, 5' WIDE SIDEWALK if rp _jj� 0 tq 70' RIGHT—OF--WAY FG lV` 2' WALL FOOTING EASEMENT TO BE DEDICATED ON FINAL. 5' WIDE SIDEWALK MAP A TYPICAL LOCAL STREET SECTION -"� n.+ NOT TO SCALE _j CO -i C14 !... + I � � t i ► t ��� raj � ,1 61 f SEE NOTE „A,,•o t� 1 1 N `�Z/ a . o Q oc3 c � Q li) SEE NOTE "A" ► �0+ `u`' &g L -iii # }�� � d M v 10%- .......... ..30 C-4 I 12+00.00 N05'43$42"W - . . . . . . . . . . . . . . 1 0 �. V_ J TAW -X55.. # SEE NOTE "A" 00 10+00.00 # !# 1� , _ " 12+00.00 ' 355 :...: .. .... ... .... ..... ...........,:358 1 #fid N ��• LL � STOCKDALE RANCH . -j ; . c�1 �iI 'o,I COLE BROOK Q 3' SEE NOTE COURT .... . :.. ..... RIVI-wro GRACIE ARCRLE352 (Lor & sREET sm) STOCKDALE RANCH .TOF=354.54. . . . . . . . . . � , DRIVE (SEE SHEET 4) COLE BROOK '7 _3 a a �► COURT phi N'* Q o)0 � CL Cq C i a+ W nt+ itf;;j¢�` :z w HORIZONTAL: 1"=40' PHASE 5 VERTICAL: 1 "=4' low A it 09 ,.3 _..ice ..Jn r-.�+, t'.: CJs F4 Q �- CL z Lo w r OR q C�3 to ............ � . ,� ....,,., ............. . .© + 35C :.... TOW=356.17 .� . TOW=356.47 • :. .: ..:.. . . .r..�..... ._. , 356 z 352 ......... .... ... ........ ..............352 V Gh��4X PROR4C :..�;,..:........ ... .. (Lor & smar 319E) 348 . . . . : TOF 348.83 ; ._.. T{JF=34$.83 : :348 gES16YV AjOKINE PRORL, 10+00 11+00 12+00 WEST BLOCK WALL PROFILE iI Q ;-p L ............ a TOW=356.54 355:...: "r"'.�': .�' . , 352 :........: .... . .,..,. TOF = 349.87 TOF= 349,24 3 w . .. ... .:355 :............352 iNIVO GRAl9E PROf/LE ... • (oar & smerr sloe 345 ............:.....,, _.....,......,...._ �..• ....:.,:...:..r....: . - - - - - - - - - 34+8 . . ©Ea/GN �LOf�INE' PR.'lG"iLE•' : : : � 0+00 � � -�00 � 2+00 EAST BLOCK WALL PROFILE (j h-•- M to r� a. C3 0 CL tt3.�.! t�rj ; W `0)0 STOCKDALE RANto C9 DRIVE 8 + Q (SEE SHEET 4) ► 34' 111 zaf 11 } 1 Yk` If raj � ,1 < U-) SEE NOTE „A,,•o t� ♦ + N 1. �.� a . o Q oc3 f- 00 too- �0+ `u`' &g L -iii # }�� � d M v 10%- .......... ..30 C-4 I 12+00.00 N05'43$42"W - . . . . . . . . . . . . . . 1 0 �. V_ J TAW -X55.. SEE NOTE "A" 00 . .oil"TOWW357,20 . - - . L� 355 :...: .. .... ... TOF= 349,24 3 w . .. ... .:355 :............352 iNIVO GRAl9E PROf/LE ... • (oar & smerr sloe 345 ............:.....,, _.....,......,...._ �..• ....:.,:...:..r....: . - - - - - - - - - 34+8 . . ©Ea/GN �LOf�INE' PR.'lG"iLE•' : : : � 0+00 � � -�00 � 2+00 EAST BLOCK WALL PROFILE (j h-•- M to r� a. C3 0 CL tt3.�.! t�rj ; W `0)0 STOCKDALE RANto C9 DRIVE 8 + Q (SEE SHEET 4) ► 34' 111 zaf 11 } 1 Yk` If raj � ,1 < U-) SEE NOTE „A,,•o t� ♦ + N ^8 a . ui Q oc3 4- ----------- — _ ------- 360 350 Q # }�� .r» ';'' � 0 M v 10%- .......... ..30 C-4 I 12+00.00 N05'43$42"W - . . . . . . . . . . . . . . 1 �. .: .:.,.:. J w. SEE NOTE "A" . .oil"TOWW357,20 . - - . L� 355 :...: .. .... ... .... ..... ...........,:358 1 #fid LL � STOCKDALE RANCH . -j ; . c�1 �iI 'o,I COLE BROOK DRIVE COURT .... . :.. ..... RIVI-wro GRACIE ARCRLE352 (SEE SHEET 4) If ,1 ..11 t� ♦ + N ^8 a . ui Q oc3 4- I�� �~U,�� CM, 360 350 Q -(- d .r» ';'' ¢ a M v w .......... ..30 . . . . .TOW=357.62 . . . . . . . . . . . . . . . . 1 wEus2_ CO r- Z> "00-w r:I LiJ a Lu Stu w4f�''--..p a rr�Q r� o cua�z��>mN�= -°g -JOE w�T� ' �,_ Czi O o -5S zsJw w a-u3 WO 02 u.+ cpuW, u1j0 OZyj 0 $nod01 cnz'-fc� ►---�r zw !u W > Cj � Z �Z co t� Qt�.� LL!U W `w0 g. tm= C, w zwoxwQu►gIaE80w r¢wwPwza s16az'x--600w9 W tti�tt C3Lnowi wowu,,. � Qww 0 �0cous1_p� xut to uap�tx�-Wz5 Wd©b�, WL Wf~' > rte•ww 8W2 5�.!- C�0im HORIZONTAL. 1 4Q VERTICAL: 1"=4' �a 01) LO 0 0.M• C7 z E Wtto � M C > �- LL m UJ Z m0 "Alm; r,: 0cp� w ..w cv C.0 i t� ♦ + N + a . CL CMW� w 4- 4t) ! �� 1 OC �,1 W 360 350 r- CIO q t. d io ........... +• „�. ........ + .......... ..30 . . . . .TOW=357.62 . . . . . . . . . . . . . . . . 1 �. .: .:.,.:. T0W =357"AOO:87 w. . . . .oil"TOWW357,20 . - - . L� 355 :...: .. .... ... .... ..... ...........,:358 LL . -j ; . . . . 352 :.......: ..:. . .... . :.. ..... RIVI-wro GRACIE ARCRLE352 (Lor & sREET sm) . . W:750,54 _ .TOF=354.54. . . . . . . . . . 01) LO 0 0.M• C7 z E Wtto � M C > �- LL m UJ Z m0 "Alm; r,: 0cp� w ..w cv C.0 i ti -tet �f k. r / f .� ..lot .� of t� ♦ + N + % w w 4- r- 350. ¢ co < 360 .... .. ..$. + ....... In .+ .......,.. io w 0 : : : �i ..�. �.,.. «.... ..,;. . . . . . . . . . . .TOW=357.62 . . . . . . . . . . . . . . . . 1 35F :.,.: .: :. .: .:.,.:. :. .: ..:.. :35f U i w L� :� ; ; ; ; LL a ti -tet �f k. r / f .� ..lot .� of . . . . . . . . . . . . 352: ..: .: ..: .....: ..:...: i a,ORAS€` PROFILE352 SATE 0/1 512018 ,(LOT SIDE') � PA JOB NO. 3426 : TO=350.5 "�' : : � SHEET . . . . TOE=350,28 . . . . . . . . . Q) PhVISHEO GRA QE PROfZf 12+00 348(s17 : . . . : . .� `T. /oE) . . . : . .90L 10 �FL•O1��I.INE' 'f (.�f/LE - . . . . . . . . . ° 0 +00 .4-7317 Ph 2 4&5'0 EAST BLOCK WALL PROFILE 0 Gas R��ORDS No. ♦ + + + % w 4- r- 350. ¢ co < 360 .... .. ..$. + ....... In .+ .......,.. T:OW=358.28 : '~ : : `� : : : �i ..�. �.,.. «.... ..,;. . . . . . . . . . . .TOW=357.62 . . . . . . . . . . . . . . . . 1 35F :.,.: .: :. .: .:.,.:. :. .: ..:.. :35f i _ :� ; ; ; ; . . . . . . . . . . . . 352: ..: .: ..: .....: ..:...: i a,ORAS€` PROFILE352 SATE 0/1 512018 ,(LOT SIDE') � PA JOB NO. 3426 : TO=350.5 "�' : : � SHEET . . . . TOE=350,28 . . . . . . . . . Q) PhVISHEO GRA QE PROfZf 12+00 348(s17 : . . . : . .� `T. /oE) . . . : . .90L 10 �FL•O1��I.INE' 'f (.�f/LE - . . . . . . . . . ° 0 +00 .4-7317 Ph 2 4&5'0 EAST BLOCK WALL PROFILE 0 Gas R��ORDS No. w . . . . . . . . . . . . 352: ..: .: ..: .....: ..:...: i a,ORAS€` PROFILE352 SATE 0/1 512018 ,(LOT SIDE') � PA JOB NO. 3426 : TO=350.5 "�' : : � SHEET . . . . TOE=350,28 . . . . . . . . . Q) PhVISHEO GRA QE PROfZf 12+00 348(s17 : . . . : . .� `T. /oE) . . . : . .90L 10 �FL•O1��I.INE' 'f (.�f/LE - . . . . . . . . . ° 0 +00 .4-7317 Ph 2 4&5'0 EAST BLOCK WALL PROFILE 0 Gas R��ORDS No. V ±\/ Tip.'" V.` r" i ., 1 - - Tip r i• ALL STATIONS ARE WALL STATIONING ALONG BACK OF WALL (LOT SIDE). STEP WALL TO OCCUR AT PILASTER. PROPOSED BLOCK WALL -- --- PROPOSED CENTERLINE PROPOSED RIGHT -of --WA's ---~--------- PROPOSED EASEMENT LINE NOTE "A": 2' WIDE WALL FOOTING EASEMENT TO BE DEDICATED ON FINAL MAP NOTE "B": ADDITIONAL WALL, LANDSCAPING AND PUBLIC UTILITIES EASEMENT TO BE DEDICATED ON FINAL MAP 1� L GEND, CURVE RADIUS LENGTH 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 WI,. = WALL STATION LS = LANDSCAPE PL INT = PROPERTY LINE R/W = RIGHT OF WAY INTERSECTION TOF = TOP OF FOOTING \ t ,Y `y � UMP 0 STOCKDALE RANCH (SEE SHEET 9) DRIVE (SEE SHEET 3) + J SEE DETAIL A f�f Qom' Zcn f ! 362 ...............f.. .. ..f.•......... ..............•................. ...... ................. .. .......... .I ...... I ...... .............. I.......... 358....: ,......... ................... ............ . ...... : i • TZL= 57. 8 TOWt 56-62 354........:......f:. 'f .: ...... ...... .f .0; :...: ..:.. { :.. . • f :. 61NISRED GRATE MOP .. .:.. . . f' : f • (SL IMP ANIS FREEWA Y Slt ) 350 :...:...:...:.. f.:... ----= f...-�- .�- ..,. ,_.....,.... ....�.....•...:�........ -- � ..... . TOF=349.95 TOF=349.95 346..... ....•...••.I.....•... •...•.....•....• ...............•... ..n...... 43+00 42+00 41 +00 40+00 0 27 WESTSIDE PARKWAY ALIGNMENT _ ------ J30U IDARY LINE 26 n .a � f f c„ f � m � t f � f f 4' I 4' f TOW=361.95 f f TOW=361.28 f f f f f f f TOW =359.95 � f t� 1 � TOW=358.62 � f f f � f i• TOW =357.28 i TOW= 356.62, f + f t � f 00 TOF=354.62 � � f f co 00 i tco� f TOF=352.62 f f f f I i f TOF=350.62 � f f ' TOF =349.95 } h� A AREA DETAIL � NOT TO SCALE N43*11'16"E -----------------_ _ -------------- 36 __-- _ __ _ c SEE NOTE 1,A,. E NOTE: A 10' WI TEMPORARY EASEMENT ., I� M FOR FUTURE WALL CONSTRUCTION SHALL � BE DEDICATED ON FINAL MAP.cp 25 z 4 PHASES 4 & 5 W.. ESTSIDE PARK W... AY ALIGNMEN ............................................... 39+00 38+00 BLOCK WALL PROFILE CURVE TABLE CURVE RADIUS LENGTH tater' C1 5105.00' 447.60' 00 00 d r- 00 g +� C� q Ora �' a. OD w 0 w W w .............. ......... `............... PHASES 4 & 5 W.. ESTSIDE PARK W... AY ALIGNMEN ............................................... 39+00 38+00 BLOCK WALL PROFILE CURVE TABLE CURVE RADIUS LENGTH DELTATANGENT C1 5105.00' 447.60' 05°01'25" 223.94' j O lt" n' L 'ji — - — `- lot W Q wm �ww�— wwwx: OZOZ w�4 10 0°�I��m Z �G *-: Q0 8Q�gTm2 0 F ~ cc E6 1wuY -m � t/? 13- � co m "'° �zs fu2j � � 9 a' LU (DUJ � 13 z a ` i5 i s W <~: �.�,, w Qv'''�wInUULJJ a `�`' to t U'Z©�a,zCL _zM �.` r x t 0 zpQuuwu,52 a. t am- E�7 t= c" Z .��. � � Q C3 � Q5RCc) 6u- nwded '> mu du-aa8w�� mW�° 8 �?�� Qc wUpw§,Era>..c�n r=-v0c iFiES FREEWAY INTERCHANGE ALIGNMENT (51 10 s z 23 �' HORIZONTAL: 1 "=40' VERTICAL: 1"=4' ct � f o © R,t C © + + w J DONOS i 1 A STREET 1 BEET .................... ...... I ...... . .. ... .. .•. .. .. ...............352 00 Ln TOW=357.9 tiW d 0 0 w 0 w W w .............. ......... `............... ill.. +u tam. � © w a .................... ...... I ...... . .. ... .. .•. .. .. ...............352 00 Ln TOW=357.9 TOL-359.28 .......... ... .. ...358 0 0 w .............. ......... `............... ...... ................... ......... r� . ...,...... ....... .. . �oho :•....: ... : ....: .....: W : 354 Q .: ... .._.: . ..:. 7NlSfaEz3 i'A 1, PR4f7LE - • or Am PARKWAY SlpFj � � „". Nano ......,.,...........dwm "......s (-0 : TOF=352.62 : '' . . . . . . . . . . . . . . . . . . . . . . . . . . . . TOF=360,62............ ................: .:..........I...............•........:350 DATE ................................................. ...........................:. :...... I ............: a P'A JOB No. c SHEET 10115120'8 8026 . • . • . . • • . . . • . . . . . . . . • . . . . . . • I--, . . . . . . . . . . • . . . . • . . . . . • . . • . • . • • . • • • . • . . . . • . . . . . . . • . . . . . . • . . . . . . •3 { W 36+00 35+00 34+00 33+00 32+00 L X10 V 0- 1.4-7317 Ph 2 4&5N COB RECORDS N©. OF 9 SHEETS 0 w DATE ................................................. ...........................:. :...... I ............: a P'A JOB No. c SHEET 10115120'8 8026 . • . • . . • • . . . • . . . . . . . . • . . . . . . • I--, . . . . . . . . . . • . . . . • . . . . . • . . • . • . • • . • • • . • . . . . • . . . . . . . • . . . . . . • . . . . . . •3 { W 36+00 35+00 34+00 33+00 32+00 L X10 V 0- 1.4-7317 Ph 2 4&5N COB RECORDS N©. OF 9 SHEETS CONS,UC9H. ,NOTES ALL. STATIONS ARE WALL STATIONING ALONG BACK OF WALL (LOT SIDE). STEP IN WALL TO OCCUR AT PILASTER. I ...e w to ,..f r, 0� _j 2 0 fr c 9 . I j , t 1 r r .................................................; ' t r t r r t ` a. t t t r r t� . n, . . . . . ;,r r r r t 360' t r r t c3 I ..........:. .:. ........................ JJ! r r I r f t r c`'S cis t 1 r t t � ..... t r� ............. ...... I 'm TOW=357.95 . ; . ..... :.........; TOW=357,28 rc , ....... TOW=357.28 .................................. ....; ...... .. PROPOSED 14' WIDE METAL . ; . GATE FOR SUMP . ,ij Q , 2' TOW=356.61 ; ..356 .........348 BE DESIGNED BY OTHERS) TOW= -356.61 - . . . ; ; . ; ; ; ; ; ; w ; ; EAST WATER WELL BOUNDARY BLOCK ; .� ; . r : : � r r l i :`.... rt .. ................. ..... , ... ... . (SUMP AND icor-SVE . .... . . . . . . . . . . . . . . . . . . . . . . . . . �7NISHE� GRADE PRo�c� ' t r r r i � . . t ` / r � . .a7. ( r f r 1 . . . . . . . . . . . . . . . . ... . r � ----------------- � �___ . -�_r _ --------------------------w . . . . . . . . . r . . . . . . . . . . : f r i j . . . . . . . . . 348 14+00 t r � � / f f ' TOF= 349.28 NORTH SUMP BOUNDARY BLOCK WALL PROFILE r r � r . r 1r r t r r r i r >It r50.3FG 5 -------- 5.9a BW-- �`_...---�--""'".--�-- .93 FW 54,53 F 1.80 Fw 54.90, _. et tC E� GEND PC = PROPERTY CORNER AP = ANGLE POINT BC = BEGIN CURVE CL - CENTERUNE CONC =- CONCRETE CONST = CONSTRUCTION EC = END CURVE FTG FOOTING GS GRADE BREAK LS LANDSCAPE PHASE 5 LOT 27 ,nC�v© Vol v"t- R/W RIGHT OF WAY TOF = TOP OF FOOTING CTR = CENTER TOW - TOP OF WALL RETG = RETAINING MAX = MAXIMUM MIN = MINIMUM CLR = CLEAR WL = WALL STATION PL INT w PROPERTY LINE INTERSECTION z +� �v 360*..;m . o - 4 356'. 2 co 352 - s - t TOF = 351.28. . TOF=350,61; 1.546 ........................... 10+00 cv ...e w to ,..f r, 0� _j 2 0 �_ c 9 . to .................................................; U. a � a + . a. a.. ;,� t� . n, . . . . . ;,r a... . . . . . . . . . . . . . . . . . . �.. 360' X c3 I ..........:. .:. ........................ - c`'S cis ................. .... .............. . .... ..... ........... ............. ...... ..I....................................... TOW=357.95 ................. ; . ..... :.........; TOW=357,28 x , ....... TOW=357.28 .................................. ....; ...... .. PROPOSED 14' WIDE METAL . ; . GATE FOR SUMP LOT (TO ........................ ....... ........ 2' TOW=356.61 ; ..356 .........348 BE DESIGNED BY OTHERS) TOW= -356.61 - . . . ; ; . ; ; ; ; ; ; w ; ; EAST WATER WELL BOUNDARY BLOCK ; .� ; . . ; . . . ; . . . ; . . . j. . . . . _ ; ; - ; - . : : : : . RiVISH6 GRADE: PRO%L :`.... 352 .. ................. ..... , ... ... . (SUMP AND icor-SVE . .... . . . . . . . . . . . . . . . . . . . . . . . . . �7NISHE� GRADE PRo�c� . . . aCi . . . .a7. . . . . . . . . . . . . . . . . . . ... . (SUMP AND 4or s1DE} ----------------- � �___ . -�_r _ --------------------------w . . . . . . . . . . . . . . . . . . . . : 348 * . . . . . . . . . . . . . . . . . 348 14+00 . TOF =343.95 TOFw349.95 . TOF--349.28 ' TOF= 349.28 NORTH SUMP BOUNDARY BLOCK WALL PROFILE . ........................... I JQc=:.Q$.sz ...... �c�r=s4 e .............. ... . 11 + 00 12+ 00 EAST SUMP BOUNDARY BLOCK WALL PROFILE CURVE TABLE CURVE RADIUS LENGTH DELTA TANGENT C1 50.00' 15.30' 17°31'44" 7.71' C2 50.00' 16.01' 18.20'32" 8.07' RADIAL TABLE RADIAL BEARING R1 S25°31'27"E R2 N77°27'05 "W PHASE 5 LOT 41 50.5 FG --.� 54.5 F G 5g gW - 48. y 50.3 FG 50.5 FG �- FG 49 86 _� ��� __ -�-.0 FG4 __ --_�_-------------- 0 --__-----•---- ai 50.2 FG - - _ _� - - 2.4 FG----�-` - - 51.2 FG - - _-_- -r--- ----------�•- -� .--� F -� 2.4YFG __ '_`�.- ___ -- �" - 51:7 G -5ti.5 FG- _ -- -- --�- 4B.76 �' _ .1 �" 49.5 52.4 FGA � ---'" _�-�---- -_ 52.7 FG 52.0 BW-`���T __- ---------- -- •__-- ��, , _-------`-��.--�-- - 536 FG---------------------------- -.- _ � 1.53 --_-� r'-` 50FW~48. 3 - - - -- 53.5_. . 5 0 51.43 8W 51.33 FVC 51 _ 50.65 FW -� -- _-- _ -- -- -- --� 1 TC `-- t SW ..,... a5, _-- _ _ -� _-�' 49.6__ -�- 53' �.:`--0Fw 52.4(} FWT5x.52 1C7 _ 51.4ti 1 (SZF SHS PHASE 5HORIZONTAL: 1"-20' VERTICAL: 1 "=4' PERIMETER BLOCK WAL o� wQ� ©%6 w2tg � M pi, tt�o �a.. � l) X w�c�r`�m . � 2ffi x, 4 6 =aLL ly4-2Txwm I zi-u 2 of� fo-"'zzc�cnu`�a� 40 . �., 356- a a ..,,,.I � © 1c; 2 6 z w e--�Ozwi� m r t*'< maz'-j 0 fi-620T998R LU m 352 iii.za-Fi--w8pvwj�= � • tai) {j,! � � es {.% (�jZ"r :J . U) jF�-� w ...........:348' 13+00 ©Q ww��s0 Q�twi.►U��Z��u, Q � a>CD -i � IW PROPOSED BLOCK WALL (PER THESE PLANS) uj © FL 8' SUMP LOT r w � U PROPOSED CONCRETE AND/OR La z COMBINATION SIDEWALK PER c� STREET PLANS FINISHED GRADE z 2% MAX rA- TYPICAL SECTION '�:9 NOT TO SCALE PL PROPOSED BLOCK WALL (PER THESE PLANS)' WATER WELL LOT 0' OR z SUMP LOT' FINISHED GRADE Lw a Q o QD c� RESIDENTIAL LOT 00 Lu o _ FINISHED PAD 6 `0 a c 0 TYPICAL SECTION NOT TO SCALE ko N 0 r� c c3 i E Q) b i 1.4-7317 Ph 2 ,4&5Q COB RECORDS No. Cj z .im 8 ...�. > U7 ,tu ?< z ce Imc ,. z w t cl W 1 J..: o z8 �Ii� - _j , ' ko CL Q .. ...o �...........I . ......... .................................................; U. a � a 360:...: 00 ................................. ...........360 360' X U ......... a I ..........:. .:. ........................ - � ...:. .: 360 356_ ...., ..................... ............. ............356 ............................... ................. ; . ..... :.........; TOW=357,28 x , ....... .'f-INwswo Glux PmRw ............. ............ 358... . ................ (sump AND for sm) . .:...... ....................... 348......... 'C� .. ..356 .........348 00. .., EAST WATER WELL BOUNDARY BLOCK ....................I............;.......... : 352 : : : : . RiVISH6 GRADE: PRO%L :`.... 352 .. ................. ..... , ... ... . (SUMP AND icor-SVE . .... . ----------------- � �___ . -�_r _ --------------------------w . . . . . . . . . . . . . . . . . . . . . . . . . . . . TOF;F35Q.6.2. . . . . . . . . . . . . . . . . . . . . . . . . . . : 348 * . . . . . . . . . . . . . . . . . 348 14+00 13+00 NORTH SUMP BOUNDARY BLOCK WALL PROFILE IW PROPOSED BLOCK WALL (PER THESE PLANS) uj © FL 8' SUMP LOT r w � U PROPOSED CONCRETE AND/OR La z COMBINATION SIDEWALK PER c� STREET PLANS FINISHED GRADE z 2% MAX rA- TYPICAL SECTION '�:9 NOT TO SCALE PL PROPOSED BLOCK WALL (PER THESE PLANS)' WATER WELL LOT 0' OR z SUMP LOT' FINISHED GRADE Lw a Q o QD c� RESIDENTIAL LOT 00 Lu o _ FINISHED PAD 6 `0 a c 0 TYPICAL SECTION NOT TO SCALE ko N 0 r� c c3 i E Q) b i 1.4-7317 Ph 2 ,4&5Q COB RECORDS No. Cj z .im 8 ...�. > U7 ,tu ?< z ce Imc ,. z w t cl W 1 J..: o z8 �Ii� - _j , ' ko CL Q .. ...o �...........I .....................0 ......... , U. a � a 360:...: 00 ................................. ...........360 m TOW= 356.83 356_ ...., ..................... ............. ............356 ................. ; . ..... ......... 352.* , ....... .'f-INwswo Glux PmRw ............. ............ 352 . (sump AND for sm) . 348......... ... ....... .. .. .. ... ........ .........348 10+00 11+00 EAST WATER WELL BOUNDARY BLOCK WALL PROFILE IW PROPOSED BLOCK WALL (PER THESE PLANS) uj © FL 8' SUMP LOT r w � U PROPOSED CONCRETE AND/OR La z COMBINATION SIDEWALK PER c� STREET PLANS FINISHED GRADE z 2% MAX rA- TYPICAL SECTION '�:9 NOT TO SCALE PL PROPOSED BLOCK WALL (PER THESE PLANS)' WATER WELL LOT 0' OR z SUMP LOT' FINISHED GRADE Lw a Q o QD c� RESIDENTIAL LOT 00 Lu o _ FINISHED PAD 6 `0 a c 0 TYPICAL SECTION NOT TO SCALE ko N 0 r� c c3 i E Q) b i 1.4-7317 Ph 2 ,4&5Q COB RECORDS No. Cj z .im 8 ...�. > U7 ,tu ?< z ce Imc ,. z w t cl W � w 4 ko CL Q w W Z w w s _j Z u.t m LL' LL, a- U. a � a CD W DATE 1011512018 PA JOB N0. 3026 ,SHEET OF 9 SHEETS