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HomeMy WebLinkAbout1.4-7347 Ph 1 & 2TRAFFIC ENGINEER, CITY OF BAKERSFIELD DATE REVIEWED Y: ASSISTANT PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD DATE STUART J. PATTESON RCE 44898 APPROVED BY: i 1 1t�r1t°t PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD DATE NICOLAS C% FIDLER, R.C.E. 61069 BENCHMARK USED: TOP OF CONCRETE MONUMENT IN A LAMPHOLE 54' WEST OF THE CENTERLINE INTERSECTION OF WHITE LANE AND WINDERMERE STREET ELEVATION=353.03 BASIS OF BEARINGS: THE BEARING OF S 89'19'48" E ALONG THE CENTERLINE OF WHITE LANE AS SHOWN ON PARCEL MERGER NO. 18-0163 PER CERTIFICATE OF MERGER RECORDED SEPTEMBER 25, 2018 AS DOCUMENT NO. 218125707 O.R., WAS TAKEN AS THE BASIS OF BEARINGS SHOWN HEREON. LEGAL DESCRIPTION: BEING A DIVISION OF PARCEL "A" OF PARCEL. MERGER NO. 18-0163 PER CERTIFICATE OF MERGER RECORDED SEPTEMBER 25, 2018 AS DOCUMENT NO. 218125707 O.R., ALSO BEING A PORTION OF THE NORTH HALF OF SECTION 13, TOWNSHIP 30 SOUTH, RANGE 26 EAS], M.D.B.&M. IN THE CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA. WA64-0 Im 6 6 'Oft 2) (P HA'Oft'E 1 & BAffirx"ERS'FIELD, CALIFORNIA 4i� 1010m owl ESTIMATED QUANTITIES FOR PIAN 7— CHECK AND INSPECTION FEC CAI OUI...A .ONS. NmSwF�-�jAy i I NOT TO BE IS OCKCALL PJRPOSES. IR '622:, '1 i BLOCK WALL 1R 6001 "C PHASE 2 HIGH 8'-6" J!.bCHGH 202 LF 468 LF 670 LF —__ 'NA,L. ySHIM Ix, VINE 7'-6" _ 72 LF 0 Lr .12 LF i it r 10T 1 '4i No. zp LLA No.12-0351 Yi861 PROJEC pw'- ,n5w�-tn0 Z p 1 I E]p.'SQ 50Zp4 A � o SITE <WYgyln�0°/rcy W A'U w tK6zd Oaj�s�}Agfa I I i M B 61 147 �4 eW 4U I%L°wl_j. WppW� d��j QtJWv�iO LQ 1 // rlll LLh No. is ays TR X861 IPG. �MUkRiANDS K'QCJ?gyp a q y4�pL=mAm4� W m d.�(}ZttJJ2L,ay® u wUOW Z'yg}v~i FtS-i7�tS-G�K¢g Y- � I y V d S gaZ ZtlYK K Y -Ge &r.i CGLZ W-aLSOOO CWE UOQ V}OtW- V -�4CeU ©G -W �k-LOJ W ojf,m E z LLJ mrOw�ZZmt`a CT 4 LILJ apo5oci vziw LJWZn>W F o A� Life Na_ TR 5 86. 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Cly: g BLOCK WALL PHASE 1 PHASE 2 TOTAL 8'-6" WA_L 202 LF 468 LF 670 LF 7' "'-0" 'NA,L. 706 LF 14 I 7?8 IF 7'-6" WA -L 72 LF 0 Lr .12 LF ^E 44 43 h2 Ni 41 :,, 38 33 - — — v 5 YF — .t, JI I rs 46 AR 3C I 31 32 35 73 a I i 2I) a 25 ?4 6 LAN T_—r 55 56 7 I 16 .. 20 _� 22If �i 1 60 S 1 5, -C1 AM I III -- 6 4 iv V, 14 i ti LCE _ � E I 4 _—T- �i Pr 1 `l ba 67 06 6G I r § I - v i° `1EMMEHLJP C NF .� l ., ✓./ - I - v V1 s u 61) A, 77 A 1 r �aI .ojy1� \ I DRI SIT `� ALCIR A A,q�, LEGEND (_X; SHEET INDEX NUMBER --- PROPOSED BLOCK WALL m 2C. TRACT 724.6-7 M.H.61 P 139 w Y Oh4h-0UNI7Y CFVI_^ BFICOURT PARK i UNDER CONSTRUCTION (NOT A PART) Y MAP SCALE: 1'=200' TRACT a p&wr no� 1llF 7— Z°SriF Lp � l b i I i NmSwF�-�jAy i I 0 Cly: g CL °IJP Ww¢c5 r3�U'sm LIKS2 wwi s' I n u Lu IL E �8 I pPOwr a p a - cdoo II I i i i it <wo ��©w �pc�A zp pw'- ,n5w�-tn0 1 C� vom 1 I E]p.'SQ 50Zp4 r ika.C.T C 251 z 6--, 00 <WYgyln�0°/rcy W A'U w tK6zd Oaj�s�}Agfa I I i M B 61 147 �4 eW 4U I%L°wl_j. WppW� d��j QtJWv�iO I rlll 49N �S�Z4¢04 IPG. K'QCJ?gyp y4�pL=mAm4� m d.�(}ZttJJ2L,ay® u wUOW Z'yg}v~i FtS-i7�tS-G�K¢g Y- � I y V d S gaZ ZtlYK K Y -Ge &r.i CGLZ W-aLSOOO Z�dOtaA {>® UOQ V}OtW- V -�4CeU ©G -W �k-LOJ W �m wd z LLJ mrOw�ZZmt`a m 2C. TRACT 724.6-7 M.H.61 P 139 w Y Oh4h-0UNI7Y CFVI_^ BFICOURT PARK i UNDER CONSTRUCTION (NOT A PART) Y MAP SCALE: 1'=200' TRACT JNDERGROUNU 5 RI iCEA ERT CT $OUTgERS CAffORNA DIAL TOLL REE 1-02<"r2600 AT LFAM RuG ANDBEFORE A'DDiG 0 w a p&wr no� 1llF W Z°SriF Lp � NmSwF�-�jAy 0 Cly: g CL °IJP Ww¢c5 r3�U'sm LIKS2 wwi s' I n �(A zp umcaax Lu IL E �8 I pPOwr a p a �awK o$('�+mo cdoo 4 c°c, .5-P, p' z�, I -o <wo ��©w �pc�A zp pw'- ,n5w�-tn0 C� vom E]p.'SQ 50Zp4 z 6--, 00 <WYgyln�0°/rcy W A'U w tK6zd Oaj�s�}Agfa GSd'�1-2pWK �4 eW 4U I%L°wl_j. WppW� d��j QtJWv�iO care}O.L a:%�x 49N �S�Z4¢04 K'QCJ?gyp y4�pL=mAm4� m d.�(}ZttJJ2L,ay® u wUOW Z'yg}v~i FtS-i7�tS-G�K¢g Y- � U J > y V d S gaZ ZtlYK K Y -Ge &r.i CGLZ W-aLSOOO Z�dOtaA {>® UOQ V}OtW- V -�4CeU ©G -W �k-LOJ W �m wd z LLJ mrOw�ZZmt`a LILJ apo5oci vziw LJWZn>W F o Y ~ U U ]< I7L Yom288UHWW ® J8"✓S N ; 0506wOLU V)w�win =lwOFSUW E ®o. w. g U Wtwp�M-Swnm- LLJ2R0�OU� nq <Spdwwl - a N Z W m W 4 dos0f<WeSm \./ now r�'n o<mm W {{ , a tnmo n<m JNDERGROUNU 5 RI iCEA ERT CT $OUTgERS CAffORNA DIAL TOLL REE 1-02<"r2600 AT LFAM RuG ANDBEFORE A'DDiG 0 w a W 0 Cly: g CL °IJP wwi s' I n w ( Lu IL E �8 I LL a p a i J V1:= 1 O -A- r -- OF 5 GENERAL NOTES 1. ALL CONSTRUCTION SHALL CONFORM TO THIS PLAN, THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS LATEST EDITION THE CALIFORNIA BUILDING CODE CITY OF BAKERSFIELD ORDINANCE, LATEST EDITION, AND STANDARDS PERTAINING THERETO AND THE GEOTECHNICAL INVESTIGATION PREPARED BY SOILS ENGINEERING INC. DATED NOVEMBER 14 2018 AND ANY ADDENDUM THERETO. THESE DOCUMENTS SHALL MAKE A PART HEREOF. THE CONTRACTOR SHALL OBTAIN A COMPLETE COPY OF EACH. 2. ALL CONSTRUCTION WITHIN THE CITY RIGHT-OF-WAY OR CITY EASEMENTS SHALL BE IN ACCORDANCE WITH THE PROPOSED CITY OF BAKERSFIELD STANDARDS AND STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, LATEST EDITION. 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 THE CONTRACTOR'S OPERATIONS SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE, AS DIRECTED BY THE ENGINEER AND APPROVED BY THE GOVERNING AUTHORITY. B. 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. 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. 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 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 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. WATERPROOFING SPECIFICATIONS 1, WATERPROOF SURFACE WITH 1/4" -THICK ASPHALTIC WATERPROOF COATING OR APPROVED EQUAL AS PER PROPOSED CITY OF BAKERSFIELD STANDARD DRAWING L-9. 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. 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 RAT10: 0.50 (MAX). MASONRY NOTES 1. MATERIALS: i. 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. 2" BRICK LOT SIDE z OMIT HEAD JOINTS @ FG L FG #4 CONT. TYP. (3 TOTAL) STREET SIDE #4 CONT. TYP, @ 30" O.C. MAX (4 TOTAL) @ 32" O.C. °I LEGS I O 3" CLR. F -- d TYP. v a 2'-6" NOTE. CONSTRUCT VERTICAL JOINTS AT 16 FEET ON CENTER MAX. WITH 3/8" MAX. GAP. REBAR SHALL BE DOWELED AND GREASED AT JOINTS. 6'-6" OR 7'-0" WALL ^ MID-SECTION NTS 2" BRICK LOT SIDE k� STREET SIDE �\ .�w J ao /\ z WATERPROOF `J Z SURFACE TO FG- x ao N (4 TOTAL) co a 111 <' ALTERNATE _ °I LEGS I O 3" CLR. F -- d TYP. v a 2'-6" NOTE. CONSTRUCT VERTICAL JOINTS AT 16 FEET ON CENTER MAX. WITH 3/8" MAX. GAP. REBAR SHALL BE DOWELED AND GREASED AT JOINTS. 6'-6" OR 7'-0" WALL ^ MID-SECTION NTS 2" BRICK LOT SIDE k� STREET SIDE PL 2" BRICK LOT SIDE z 7� OMIT HEAD a JOINTS @ FG FG STREET SIDE #4 CONT. TYP, ® 30" O.C. MAX (4 TOTAL) #4 @ 24" O.C. FG WATERPROOF SURFACE TO FG ml r - ALTERNATE #4 CONT. TYP. a° LEGS (3 TOTAL) 3" CLR TYP. - - U a 1' 2 6 FG z VwW z i - :5E OMIT HEAD <0 JOINTS @ FG FG , WATERPROOF x � i SURFACE TO FG < o } _ ALTERNATE #4 CONT. TYP. "da " LEGS D (3 TOTAL) �-a 3" CLR. TYP. 1'-3" 1'-9" 0 r EDGE OF NOTE. CONSTRUCT VERTICAL JOINTS AT 16 FEET ON CENTER MAX. WITH 3/8" MAX. GAP. REBAR SHALL BE DOWELED AND GREASED AT JOINTS. 7'-6" WALL END -SECTION N.r.s. NOTE CONSTRUCT VERTICAL JOINTS AT 16 FEET ON CENTER MAX. WITH 3/8" MAX. GAP. REBAR SHALL BE DOWELED AND GREASED AT JOINTS. g1 6'-6" OR 7'-0" WALL END -SECTION N T's WALL PILASTER CONSTRUCTION NOTES FOOTING REINFORCEMENT PER WALL DETAIL © SLUMP BLOCK PER WALL DETAIL © CONTINUOUS REBAR PER WALL DETAIL ❑D VERTICAL REBAR PER WALL DETAIL �E BRICK VENEER (TYPE BY OTHERS) ❑F #3 TIES @ 24" O.C. © (3) #4 REBAR EA. WAY @ PILASTER ❑H (1) #4 REBAR @ FOOTING BUMP OUT ❑I #4 VERTICAL REBAR (4 TOTAL) 6"x8"x16" PRECISION BLOCK (GREY) ❑K 6"x8"x16" PRECISION BLOCK (GREY) CUT TO 11" © 6"x8"x16" PRECISION BLOCK (GREY) CUT TO 5" 1. REFER TO LANDSCAPE ARCHITECT'S PLANS FOR BRICK COLOR, PATTERN, MANUFACTURER; GROUT ETC. PILASTER /-EDGE OF • I i- p TYPICAL WALL "FALSE" PILASTER N.T.S. 0 U �\ 0 w V W U O W O m /\ #4 CONT. TYP, j WOW dr mod V 2 OW6 m `J Z ® 30" O.C. MAX m N W= 6 r p (4 TOTAL) co a 111 <' z U) 0� F omFoz<m.bw oao z ww'W �cvrc O owU Z �w�3 zww�LL � % �n w o #4 ® 16" O.C. O LU oz" PL 2" BRICK LOT SIDE z 7� OMIT HEAD a JOINTS @ FG FG STREET SIDE #4 CONT. TYP, ® 30" O.C. MAX (4 TOTAL) #4 @ 24" O.C. FG WATERPROOF SURFACE TO FG ml r - ALTERNATE #4 CONT. TYP. a° LEGS (3 TOTAL) 3" CLR TYP. - - U a 1' 2 6 FG z VwW z i - :5E OMIT HEAD <0 JOINTS @ FG FG , WATERPROOF x � i SURFACE TO FG < o } _ ALTERNATE #4 CONT. TYP. "da " LEGS D (3 TOTAL) �-a 3" CLR. TYP. 1'-3" 1'-9" 0 r EDGE OF NOTE. CONSTRUCT VERTICAL JOINTS AT 16 FEET ON CENTER MAX. WITH 3/8" MAX. GAP. REBAR SHALL BE DOWELED AND GREASED AT JOINTS. 7'-6" WALL END -SECTION N.r.s. NOTE CONSTRUCT VERTICAL JOINTS AT 16 FEET ON CENTER MAX. WITH 3/8" MAX. GAP. REBAR SHALL BE DOWELED AND GREASED AT JOINTS. g1 6'-6" OR 7'-0" WALL END -SECTION N T's WALL PILASTER CONSTRUCTION NOTES FOOTING REINFORCEMENT PER WALL DETAIL © SLUMP BLOCK PER WALL DETAIL © CONTINUOUS REBAR PER WALL DETAIL ❑D VERTICAL REBAR PER WALL DETAIL �E BRICK VENEER (TYPE BY OTHERS) ❑F #3 TIES @ 24" O.C. © (3) #4 REBAR EA. WAY @ PILASTER ❑H (1) #4 REBAR @ FOOTING BUMP OUT ❑I #4 VERTICAL REBAR (4 TOTAL) 6"x8"x16" PRECISION BLOCK (GREY) ❑K 6"x8"x16" PRECISION BLOCK (GREY) CUT TO 11" © 6"x8"x16" PRECISION BLOCK (GREY) CUT TO 5" 1. REFER TO LANDSCAPE ARCHITECT'S PLANS FOR BRICK COLOR, PATTERN, MANUFACTURER; GROUT ETC. PILASTER /-EDGE OF • I i- p TYPICAL WALL "FALSE" PILASTER N.T.S. 0 U �\ 1 ) _j0N( V W U O W O m /\ j WOW dr mod V 2 OW6 m `J Z W N W= 6 r p m m W�izS LLo 111 <' K y 2�u zo > Y m F U) CD .'30 F omFoz<m.bw oao z ww'W �cvrc Lu Z �w�3 zww�LL � % 1` N w owiwmo� z�w�moDoo� LU oz" Q X a'o'o �W z¢rco�'y3�mwzw~w O ZI m wwzy Q v viw zo zzoaoW zo3m C0 LL , (7 y W $i W K O W �2 yWj (/f � �/ Z wo wao'y'ziw Q�x W 3033 N CD o�Q�rcw,om oz> W Lu Z o o zm�w zaorcW mi t�� z N co zowwwLLaomQ LL.I W o �zmxowo'dm LL �om~�w¢ow Of 0 O `W"��=za�zoron a �wi�wworo 0moo 3 mei>g�mLLm omk o�o�wwJax'wom mwo�z3�zam <WV -,W Vii B>F 0 K H l O S o LL X a a DATE i PA JOE SHEET 6/04/2019 '22 E i COB RECORDS No. I OF 5 SHEETS �\ 1 ) _j0N( W '^ VJ W 111 <' U) U J Q 1I1 L� WI U M ZI O �. mU Q I..V Z w CD a DATE i PA JOE SHEET 6/04/2019 '22 E i COB RECORDS No. I OF 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 (UNLESS OTHERWISE NOTED). 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 LEGEND 30 L.F. 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 GONG = CONCRETE RETS = RETAINING CONST = CONSTRUCTION MAX = MAXIMUM EC = END CURVE MIN = MINIMUM FTG = FOOTING CLR = CLEAR GB = GRADE BREAK WE = WALL STATION L/S = LANDSCAPE W.F.E. = WALL FOOTING EASEMENT R/W = RIGHT OF WAY T.O.B. = TOP OF BERM TOP = TOP OF FOOTING PL INT = PROPERTY LINE INTERSECTION ST CL PROPOSED BLOCK W (H.O.A. MAINTAINED) VARIES 55 TO 70' VARIES _ 26' 48' TO 64' enmcr eov v - a � w o 30 L.F. I I ELEVATION NOTE: STREET TO BE PUBLICLY MAINTAINED PER "WMSP" EXHIBIT 4-5 WHITE LANE WMSP ARTERIAL STREET 3,11 NOT TO SCALE 0 TT 7347 2' WALL FOOTING EASEMENT TO BE DEDICATED ON FINAL MAP. I \\/ �y --__— --_--- ---- -------------— .. i WINDERMERE STREET (EXISTING) II II II II III III II U PHASE 1 WHITE LANE 364 ............................... ....................... .. ... ... ... ... ... ... ... ... ... ... .. , ... ... ... ... ... ... ... ... ... ... .. 4 ...--=--=—=--Ex:Toww_3si.63 —=--=....364 ....... ...I.. I ..I .. .. ... I . . . ..... .. .. .I. .. ..... ... ... .. .. F- .. ... ... .. 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STEP WALL TO OCCUR AT PILASTER (UNLESS OTHERWISE NOTED). --- P90POSFD BLOCK 4NAi_ PROPOSED CFNTFRfIKF PR1POSF0 RIGHT—OF—WAY -- PROPOSED EASEMENT LINE NOT "A": 2' WIDE WALL FOOTING EASEMENT TO BE DEDICATED ON FINAL MAP LEGEND PC = PROPERTY CORNER FG = FINISHED GROUND (LOT SIDE) AP = ANGLE POINT FG*" = FINISHED GROUND (STREET SIDE) Pyo'0 t6 LLOCK WAIL BC = BEGIN CURVE CTR = CENTER (P G.A. r „IN AINED) P'Tw CL = CENTERLINE TOW = TOP OF WALL CONC = CONCRETE REG = RETAINING yf, Ao WAR TR.4I1 CONST =CONSTRUCTION MAX =MAXIMUM :� .s hell ANI z1AH �I PR_ay .11 : I EC = END CURVE MIN _ MINIMUM TT 7347 - - - - W1;6 W FTG = FOQUNG CUR = CLEAR OR4 VADIH )f....__..._ .-_._ _ GB = GRADE BREAK WE - WALL STATION DRILL SITE LAS = LANDSCAPE W.F.E. = WALL FOOTWG EASEMENT RfW = RIGHT OF WAY T.O.B. = TOP OF BERM J L 25 MIt1 TOE = TOP OF FOOTING FLINT =PROPERTY JNE y /iY%��`'�/'�/ i VAI INTERSECTION FISHED A'�/-,.�..� TO B LEVATION 7' NAII F,')01,1(EA;NMER 10-/ "NO PARKING ALLOWED„ EE DEDIC.-T 1 Oil FNAL VAP_ h N k 54 NOTE: STREET SECTION SHALL BE PUBLICLY MAINTAINED, LANDSCAPING TO BE MAINTAINED BY H.O.A. PER "WMSP" EXHIBIT 4-11 MUIRLANDS PARKWAY WSIP COLLECTOR STREET I! � 4 NOT TO SCALE El�Ig o n +11 n a,i iri w it o \ F s EXISTING 1 = bf; q r J PROPOSED DRILL SITE, �> E w �'� PARK SITE I ( ) 8 % 10 11 12 13 LH (UNDER CONSTRUCTION) NOT A PART / m 1- i (SEE NOTE A J ase.. - ��,� 1 '` St"o \y S5 O Ma O ,� ae O .- 50 0 % -'�6.A TCI?. L/ TOB Lj5 T0.6. T03 _ LU3 105 I( -RAC', BOUNDARY ',- -R-- -EXISTING RfN —L l - - . _ ... ....._ LrS i Lf T -FUTURE IkPROVEMENTS 72_ 17 4214.89 y TRACT BOUNDARY _� 4 N _ _ I j GC Lr, 3 ,_F, CURVE TABLE D C—CJO wOcq Q CUR E—RAUIUS LENGTH DFI TATANG ENT o a ar 1 C1 921.00* I 815118' 5'17-6' ` 4262 z LL y rWO S 2 F o Sy. , z dL h W z > za o0 O M , z�=waosazm "WQ EW! 21'4I OF YF4� `' of ¢n`D6fJw Uin vi (9 atyaxq♦_lilxiz s va --z �wSn gQ®� Y G n z ww ti 4 z a " °wiwxa�miw¢ R } + w C L KM, C C Q -- CIO o zo�m�aoo W + Zuh abFUUi i''a 4� �az�=ol:oam V tl h 362 n� u zu r7g�ti :TO'W a_w a z w InW 8 E?o Nicil `CZ6 ...:.... _t VTCy ..TOW=U62i6 uiadl'-ac,w 11 S� Il b'wu Jzo emu zaq�� .^IIJ rO JZ - �:pSUVF S� W o+ OC+a �t o+ox 4h.a.wap � GwuJ t1iJ ala-- h,J_I 6JwV CWp�t$Ci. 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ST+ -P WAI I_ TO OCCUR AT PILASTER (UNLESS OTHERWISE NOTED)_ 'ROPOSEU BLOCK WALL — °ROPOSED CENTERLINE —_-- ;'ROPOSED RIGHT OF—WAY PROPOSED EASEMENT LINE NOTE- "A": 2' 'WIDE WALL. FOOTING EASEMENT TO BE DEDICATED ON FINAL MAP I PC = PROPERTY CORNER AP = ANGLE POINT BC = BEGIN CURVE CL = CENTERLINE DOUG = CONCRETE CONST = CONSTRUCTION EC = END CURVE FTG = FOOTING GB = GRADE BREAK L/S = LANDSCAPE R/'N = RIGHT OF WAY [OF = FOP OF FOOTING FG = FINISHED GROUND (LOT SIDE) FG** = FINISHED GROUND (STREET SIDE' CTR = CENTER TOW = TOP OF WALL RETG = RETAINING MAX = MAXIMUM MIN = MINIMUM CUR = CLEAR WE = WALL STATION W.F.E. = WALL FOOTING EASEMENT T.Q.B. = TOP OF BERM PL INT = PROPERTY LINE IN.1 CURVE TABLE CURVE 1 RACIUS LENGTH ,,FLTA r ANGENT Cl 1 2416.00' 94.79' 2°`433" I 4TG FF. zAU'= (2:1 MAX NOTE: IMPROVEMENTS SHOWN ARE EXISTING PER APPROVED PARCEL MAP NO, 12100 PLANS 'A iF 4 1 HI,;('K 1,M h J MA NTA..'J>_C) GH U�'Z(Il I I LODEN DRIVE (EXISTING) TRACT 7254 (EXISTING) W t AT yr MI qi]♦111111 ■ 364-- ... ....... -.1 . ............I.. .... 1 PARKING ALLOWED S6' 54 )9 - ;Nt FARING) N I ;]1 1 I1 N 0 ALL IN �t 31 01 r M M1R I A M1 G, I i rll S"A'INC- TO BE .NAI-JAIJED By H nT L s PER SP" EXHIBIT 4®11.3 WINDERMERE STREET (�) WMSP COLLECTOR STREET f NOT TO SCALE NOTE "8": DEMOLISH EXISTED BLOCK WALL RETURN .....................364 CIS (150 * a - X_TOW-3B363 ------ ------ ___ ____ __ +♦ + i LIJ i 0,, _ TO14_38.5 t3 . LODEN DRIVE W Leo �F . .. .TOtk':-..362.83 FF. zAU'= (2:1 MAX NOTE: IMPROVEMENTS SHOWN ARE EXISTING PER APPROVED PARCEL MAP NO, 12100 PLANS 'A iF 4 1 HI,;('K 1,M h J MA NTA..'J>_C) GH U�'Z(Il I I LODEN DRIVE (EXISTING) TRACT 7254 (EXISTING) W t AT yr MI qi]♦111111 ■ 364-- ... ....... -.1 . ............I.. .... 1 PARKING ALLOWED S6' 54 )9 - ;Nt FARING) N I ;]1 1 I1 N 0 ALL IN �t 31 01 r M M1R I A M1 G, I i rll S"A'INC- TO BE .NAI-JAIJED By H nT L s PER SP" EXHIBIT 4®11.3 WINDERMERE STREET (�) WMSP COLLECTOR STREET f NOT TO SCALE NOTE "8": DEMOLISH EXISTED BLOCK WALL RETURN .....................364 • t t 1�Zai�1� HORIZONTAL: 1"=40' VERTICAL: 1"-2' ws ZUC7W N��~ 0 a¢K Mo a,znF ��uGoa�,ny� z wuo¢uca� wt=3.,zzm L>LL xo u C w F (9 O Q P$ �a040r=i..�U1�ta w z rt�uT(z}w�w '6w C' il4w C> u z no �~�Qzry wr�uam ooga�^'wwzae 0 cI-cz',cnw"2 =a cai C}2Z4i 'i +Z{J ✓�i�U ryry�yi>ac�,u �z j -+OwVOxI C'm x J ' WI..OoTn K C, ;n FFFFF OKWLL2Iy U 0 Q4A.00RO— [w q 0 IS U Q y 6 t ID ST=�K20KW2� i-i=cat-csas¢� .q . —n L1_") h,, U- '- CIS (150 * a - X_TOW-3B363 ------ ------ ___ ____ __ +♦ + i LIJ i 0,, _ TO14_38.5 t3 . _ . .. .TOtk':-..362.83 i ...... 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