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HomeMy WebLinkAbout5.4-12100 Revrl1 1 1 � � i N � iw i' •' i � l • � � / APPROVED BY. PUBLIC WORKS DIRECTOR, OF B D NICOLAS G. FIDLER, R.C.E. 9 C� BENCHMARK TOP OF CONCRETE MONUMENT IN A LAMPHOLE AT THE SOUTHEAST CORNER *F SECTION 13-30/26, BEING ABOUT 50—FEET SOUTH OF THE RAILROAD TRACK ALONG THE CENTERLINE OF BUENA VISTA ROAD. ELEVATION Z,ASIS ` BEARINGS, BEARINGTHE OF 00CENTERLINE Rig AS SHOWN ON PARCEL..► 11838 PHASE 2 RECORDED IN BOOK 57 OF PARCEL MAPS AT PAGE 169 IN THE OFFICE OF THE KERN COUNTY RECORDER WAS TAKEN AS THE BASIS OF BEARINGS SHOWN HEREON. LEGAL DESCRIPTION. A PORTION OF PARCEL MAP 12100 AS PER MAP RECORDED DECEMBER 30, 2014 IN BOOK 59 OF PARCEL MAPS AT PAGE 178 IN THE OFFICE OF THE KERN COUNTYi `DALSO BEING k PORTION TOWNSHIP 30 SOUTH, RANGE 26 EAST MOUNT DIABLO BASE AND MERIDIAN, IN THE CITY OF k ! COUNTY KERN, STATE CALIFORNIA. .k L 11 11 11 C -1 1 u 7� I LLc1 I TR -6001 "C" S-t,' LOT 1 I PM No. PARCEL 4LLANo. 11861 P.M. 12100 PARCEL 5 PARCEL 6 12-0351 1Z P.M. 12100 P.M. 12100 PARCEL 11 P.M. 12100 10 PARCEL 10 P.M. 12100 PARCEL 13 PARCEL 12 P.M. 12100 P.M.12100 5 REMAINDER OF PARCEL "A• OF P.M.W. 08-1182 VTPM 11838 w z LL°p16 RR�C4861 13—Oi7 IT M PARCEL 7 OD 8 WALL 1031 LF) DETAILS C M. 12100 _j `— a, R rzTfY--6116 �.4 ata: a co LF STATION :. 95+50 M PARCEL 9 P.M. 12100 A DRIVE LF STATION 95+50 n Z TR-5135�- �8» Sw m LOT 4 LLA No. TR »5186 12-0133 STATIONCD f VTPM 11838 WINDERMERE STREET SPECIFICWEST MING PLAN A a Ri VICINITY MAP NO SCALE V1 APPROVED eOV W z SHEEI 0) TITLE SHEET M BLOCK NOTESBLOCK.WALL WALL 1031 LF) DETAILS 3 ` SECTIONS a, WHITE LANE LF STATION :. 95+50 M WHITE LANE LF STATION 95+50 . WINDERMERE STREET LF d 105+55 STATION94+40 ILL CAMPUS PARK DRIVE W STATIONCD f �M WINDERMERE STREET STATION 6 8 A VA U-.-- -lc-- - ll i l FE WAE+ QSHEETINDEX loom Room PROP s A LL . OPOSED • ESTIMATEDALS I QUANTITIES 4 INSPECTION WALLSNOT TO BE USED FOR BIDDING PURPOSES Ili' ON Y ABOV 7t—O'o WALL « 3,687 ♦ WALL 1031 LF) 2,411 LF 8'- WALL 637 LF 8'— # ' 4 LF -. 9'-6" A 0 LF ILL W r WHITE LANE I ' arrt�t anle alrot lm mIwm m OT wo ma "m 7 =0 am 7 ma I 7 errs earm . 1 I I J I I I IT� I I I I TENTATIVE I _ _ j _ _-- `-� t �- _l_ I _ TRACT 7246 - 11_ �J FUTURE _ COMMERCIAL --A Il� A Zh F T _T �= iso Ix \ 1� �f TENTATIVE TRACT 7254 W� _A\ sow N� / FULLER APARTMENTS �� _ -��� 'TENTATIVEQV lll� \ \ \\ \ TRACT 7246 >< \ FUTURE COMMUNITY / sI I mpCENTER\\ eIi i FUTURE TENTATIVE \\ \`` �/ l� �`� �`�Jj I 111 3 i f PARD SITE TRACT 7247,/ All Ail ( � 1 '` ! 1 ■* PG&E � � /- / / �' \\ / % �/y / \ ., / I SUB --STATION \ / Xx --. 7. ��` ' %\ �' / / .TENTATIVE r \� \,`�\ / TRACT 7248 ISO x I I N I \ U 141 L //X TENTATIVE TRACT 7288 PLA W U.1 ,., LCC WALL N O TENTATIVE Z � � I ALL BLOCK WALLS SHO SHALL BE ' f. ��'`� % \ TRACT 7288 1 v, � PRIVATELY MAINTAINED BY HOMEOWNER'S x ASSOCIATION. / ' { � / \ \ l� , X, z D (ROUND SERMCE ALERT BAKERSFIELD OF SOUTHERN CALIFORNIA // �` \�\ / J �/, / •�.,�, MEMORY CARE �/tUMP D E 1 F Y M A P`- - ' / �� HOt /F�FFMA/�N+'`N I�^!l cllpIt _M DIAL TOLL FRSE 1-600-227-2600 SCALE. 1'=200' AT LEAST TWO DAYS WORE YOU DIC .Y `y • , F !u - U.1 !' Lu ! 000-9 • r a a r; Y !, ! Y e y ! ,S YZ WOWM ! Y ! ■ Y RY Y ! r ! r t • • • ! ! M ! t ! t Lu OZ ! r Y Y « r ! RY r z C6 ! W UJR! 0CLLD Z3CL ! • in L t Y r � ! • LLA Y 003:<3.- r r r • s ! Y. Y ~ i =05OR 1 , < r , ! Y iE 0!m 0 < • .. LL 4! , r 04Rwbw00wu- uj Y ~ r r w- ! ! ! LLJ C), r ! t . Y r r .<! w • ! • • «, r 4! » cn ,!Z ! uj •R ul ! ! r . r Y i a aw UJ .. .� • W ,. wXwx w. , a a>rUJ • #A -'r a !i F- W Li a • • • , 0 a Ma ~ R • ai „► • -i '"� • �' iL C.) X « • Li Lj V)• • CO w ,+ LL.�X<ow J06< a. • LAJ i•CLF-L-QQW Lj • a m.,� , ,, + a 0�� • •: • a JO 05;z2P rR rwR a .+ R R .!c brf 00 It M L4 j _> CJ w o U 0 0 Z N Qvomm 0 ILL W J � Q Lu I� YJ � I uj = U� W Z '00 0-1 (c) mQuiLLI 0 W W W W W W � lz o u- la -0 0<- R R .!c brf 00 It M L4 j _> CJ w o U II i� 1 6/08/2015 PA JOB No. 13-2750H ni R ----- SHEET • • 0 0 Z N Qvomm I-- ILL W J � Q vi YJ � UW U� '00 0-1 (c) mQuiLLI 0 II i� 1 6/08/2015 PA JOB No. 13-2750H ni R ----- SHEET • • i CIL ui 4 II i� 1 6/08/2015 PA JOB No. 13-2750H ni R ----- SHEET • • 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 #4 CONT. TYP. --� AND REPLACED BY THE CONTRACTOR IN AN ACCEPTABLE MANNER, AND NO COMPENSATION (3 TOTAL) WILL BE ALLOWED FOR SUCH CORRECTION. 11. IN THE EVENT CONSTRUCTION STAKING BASED ON THE CONSULTANT'S PLANS, DRAWINGS OR 3" CLR. OTHER DOCUMENTS IS ACCOMPLISHED BY ANYONE OTHER THAN THE CONSULTANT, THE OWNER TYP. OR CONTRACTOR SHALL NOTIFY THE BUILDING OFFICIAL IN WRITING AS TO THE CHANGE OF NQTES ALL CONSTRUCTION SHALL CONFORM TO THIS PLAN, THE CALIFORNIA BUILDING CODE, LATEST 12. 1. WU tD EDITION, AND STANDARDS PERTAINING THERETO, AND THE GEOTECHNICAL INVESTIGATION JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; INCLUDING (0< cr- 0 (o PREPARED BY BY SOILS ENGINEERING, INC., SEI FILE No. 13-14563 DATED OCTOBER 14, 2013, t.0 x« (Dd 1� oC3 PLAN IMPLEMENTATION AND THE SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS SEI FILE No. 13-14358 DATED MARCH 27, 2014, AND SEI FILE No. 14-14892 DATED JUNE REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING 24, 2014 AND ANY ADDENDA THERETO. THESE DOCUMENTS SHALL BE MADE A PART HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND PL HEREOF. 2" BRICK CAP WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM 2. ALL CONSTRUCTION WITHIN THE CITY RIGHT-OF-WAY OR CITY EASEMENTS SHALL BE IN THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 13. ACCORDANCE WITH CITY OF BAKERSFIELD STANDARDS AND STATE OF CALIFORNIA, z 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 DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS DATED 2010. THESE FILING HIS BID PRICE FOR THE PROJECT. #4 CONT. @ PORTER & ASSOCIATES, INC. WILL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED STANDARDS, DRAWINGS AND DETAILS SHALL BE CONSIDERED A PART OF THESE PLANS AND CHANGES TO OR USES OF THESE PLANS, ANY AND ALL CHANGES TO THESE PLANS MUST BE m 32" O.C. MAX 15. THE CONTRACTOR SHALL OBTAIN A COPY FOR HIS USE. RESTAKING OR REMARKING SHALL BE AT THE EXPENSE OF THE CONTRACTOR. 16. 3. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL NECESSARY PERMITS BEFORE START OF STORM DRAIN PLANS, WATER PLANS AND DRY UTILITY PLANS FOR THIS MAP. I n l #4 VERTICAL REBAR (6 TOTAL) WA 1. CONSTRUCTION. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF 2• BEARING SOIL SHALL BE COMPACTED TO 90% OF MAXIMUM DRY DENSITY AS DETERMINED BY co ASTM D--1557 TO A DEPTH OF 12 INCHES BELOW BOTTOM OF FOOTING. BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK TO BE PERFORMED IN THE 3• LANDSCAPE E --_ RESIDENTIAL COMPACTION TO TOP OF FOOTING OR FILLED WITH CONCRETE. EXISTING, ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY AN IMPROVEMENT FOR ALL BLOCK WALLS WITHIN THE CITY RIGHT-OF-WAY OR EASEMENTS, THE CONTRACTOR EDGE OF FOOTING -/--1E? WILL BE RESPONSIBLE FOR COMPACTION TESTS. THE NUMBER AND LOCATION OF TESTS TO BE I AGREEMENT, APPROVED INSURANCE AND SECURITY BASED ON AN APPROVED ENGINEER'S LOT SIDE WATERPROOF SURFACE IN ACCORDANCE WITH WATERPROOFING SPECIFICATIONS. COAT ONLY LOT SIDE THAT PORTION BELOW HIGHEST GRADE SIDE DOWN TO FOOTING. ESTIMATE FOR THE WORK PERFORMED WITHIN THE STREET RIGHT--OF-WAY SHALL BE POSTED 6. OMITTED HEAD JOINTS SHALL SERVE AS WEEP HOLES. HEAD JOINTS SHALL BE OMITTED AT A w m SPACING OF 16 INCHES ON CENTER. DO NOT WATERPROOF OVER OMITTED HEAD JOINTS. US « PRIOR TO ISSUANCE OF A PERMIT, 7. FOR BLOCK WALLS THAT SERVE AS SCREEN FENCES, PROVIDE VERTICAL EXPANSION JOINTS O 4. 24 HOUR NOTICE: PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY 0 0 MASONRY BLOCK WALL. CONTINUE REINFORCEMENT THROUGH THE GAP. t") ^x CONSTRUCTION INSPECTION SECTION SHALL BE GIVEN AT LEAST 24 HOURS NOTICE. THE THE HEIGHT OF BLOCK WALLS THAT SERVE AS SCREEN FENCES SHALL BE 6'-0" MIN. #4 CONT. TYP. MEASURED FROM THE HIGHEST ADJACENT GROUND. SECTION MAY BE NOTIFIED AT (661) 326--3049. to MASONRY BLOCK WALL PATTERN SHALL BE RUNNING BOND (COMMON BOND), UNLESS w 0 OTHERWISE NOTED, 99D 10. 0 5. THE CONTRACTOR IS RESPONSIBLE FOR ' VERIFYING DIMENSIONS, DATA AND MEASUREMENTS AT 0 x 0 2. REFER TO LANDSCAPE ARCHITECT'S PLANS FOR BLOCK COLOR, 1 M (3)8"x6"x16" BLACKS THE BUILDING SITE PRIOR TO CONSTRUCTION. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS PATTERN, MANUFACTURER, GROUT ETC. ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. PORTER & Q0 3. REFER TO LANDSCAPE ARCHITECT'S PLANS FOR MONUMENT ASSOCIATES, INC. MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND u-) x . c'0 WALL TREATMENT NOT SHOWN ON THESE PLANS. CONDITIONS SHOWN BY THESE DRAWINGS. a N.T.S. 4 @ 32" O.C. 6. EXISTING UTILITY AND UNDERGROUND LINES HAVE BEEN SHOWN ON THIS PLAN ACCORDING TO 00 AVAILABLE RECORDS. THE ENGINEER IS NOT RESPONSIBLE FOR POSSIBLE ERRORS OR tet- U OMISSIONS. THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF THE LOCATION AND 0 DEPTH OF ALL UTILITIES PRIOR TO BEGINNING OF ANY WORK. UNDERGROUND SERVICE ALERT m (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 *FG EXPENSE, AS DIRECTED BY THE ENGINEER AND APPROVED BY THE GOVERNING AUTHORITY. �fWAMX\es.... t - ' 8. IF A PROBLEM OR CONFLICT SHOULD ARISE DURING THE COURSE OF THE PROJECT, IT IS THE OMIT HEAD CTR` � 0 RESPONSIBILITY OF THE OWNER OR THE CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIATELY JOINTS @ FG a co uj PRIOR TO ANY FURTHER WORK. *FG x 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 #4 CONT. TYP. --� AND REPLACED BY THE CONTRACTOR IN AN ACCEPTABLE MANNER, AND NO COMPENSATION (3 TOTAL) WILL BE ALLOWED FOR SUCH CORRECTION. 11. IN THE EVENT CONSTRUCTION STAKING BASED ON THE CONSULTANT'S PLANS, DRAWINGS OR 3" CLR. OTHER DOCUMENTS IS ACCOMPLISHED BY ANYONE OTHER THAN THE CONSULTANT, THE OWNER TYP. OR CONTRACTOR SHALL NOTIFY THE BUILDING OFFICIAL IN WRITING AS TO THE CHANGE OF 0 (n © ALTERNATE d �. d LEGS a 97, d d d 999 1,_699 v� 29 _ 399 in i r PL - #4 CONT. TYP. f- m #4 CONT. TYP. a 1 � m C.0� 5 z :2OMIT HEAD '>'I N �'��� � JOINTS @ FG CTR. �o «I *FG �.. X 0 #4 CONT. TYP. - (3 TOTAL) 3" CLR. TYP. w CTR. « I m c0 < 12. GROUT ALL CELLS CONTAINING REBAR, TYPICAL. *FG W6jERPRQQElNQ 5EE.Q10CAB05. 1. WATERPROOF SURFACE WITH 1/4" -THICK ASPHALTIC WATERPROOF COATING OR APPROVED EQUAL AS PER CITY STANDARD L-8. �MUQTURAL blOM 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. 0 til 4 d _ ALTERNATE d a LEGS 0 d- d 4. d /y 1 0 9 99 - 2'� fyl9 r a #4 CON T. @ 32" O.C. MAX RESIDENTIAL LOT SIDE mom *FG \ roI SLI( cn Q0 0 WA' X.i SU F (0 ® OMIT HEAD FIL' L' JOINTS @ FG 1 C *FG GR) FO( d 4 . #4 CONT. TYP. �. a . LEGS o (3 TOTAL) :- 3" CLR. TYP, 999 19- 999 � ti * HIGH SIDE FG VARIES 9 99 +- 2-6PO PL LANDSCAPE LOT SIDE ENGINEER IN RESPONSIBLE CHARGE. 12. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR WU tD 0p 1 JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; INCLUDING (0< cr- 0 (o EROSION, SEDIMENTATION & DUST CONTROL PLAN AND STORM WATER POLLUTION PREVENTION t.0 x« (Dd 1� oC3 PLAN IMPLEMENTATION AND THE SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS 0 0 REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND t I THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION I WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM o BRICK VENEER (TYPE BY OTHERS) 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 z 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 m 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. FOR OTHER IMPROVEMENTS NOT SHOWN, REFER TO GRADING PLAN, STREET PLANS, SEWER & STORM DRAIN PLANS, WATER PLANS AND DRY UTILITY PLANS FOR THIS MAP. I n l #4 VERTICAL REBAR (6 TOTAL) WA 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 co ASTM D--1557 TO A DEPTH OF 12 INCHES BELOW BOTTOM OF FOOTING. hi #4 VERTICAL REBAR (4 TOTAL) 3• EXCAVATED AREAS WIDER THAN WIDTH OF FOOTING SHALL BE RECOMPACTED TO 90% RELATIVE E --_ --- -- COMPACTION TO TOP OF FOOTING OR FILLED WITH CONCRETE. 4. FOR ALL BLOCK WALLS WITHIN THE CITY RIGHT-OF-WAY OR EASEMENTS, THE CONTRACTOR EDGE OF FOOTING -/--1E? WILL BE RESPONSIBLE FOR COMPACTION TESTS. THE NUMBER AND LOCATION OF TESTS TO BE I DETERMINED BY THE CITY ENGINEER. 5. WATERPROOF SURFACE IN ACCORDANCE WITH WATERPROOFING SPECIFICATIONS. COAT ONLY � THAT PORTION BELOW HIGHEST GRADE SIDE DOWN TO FOOTING. 0 a 6. OMITTED HEAD JOINTS SHALL SERVE AS WEEP HOLES. HEAD JOINTS SHALL BE OMITTED AT A w m SPACING OF 16 INCHES ON CENTER. DO NOT WATERPROOF OVER OMITTED HEAD JOINTS. US « 7. FOR BLOCK WALLS THAT SERVE AS SCREEN FENCES, PROVIDE VERTICAL EXPANSION JOINTS O WITH 3/8" -MAX. GAP AT 48 FOOT INTERVALS ALONG THE ENTIRE LENGTH OF THE CONCRETE 0 0 MASONRY BLOCK WALL. CONTINUE REINFORCEMENT THROUGH THE GAP. t") ^x 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 PATTERN, MANUFACTURER, GROUT ETC. OTHERWISE NOTED, 99D 10. ALL REBAR OVERLAPPING SHALL BE 24 INCHES, UNLESS OTHERWISE NOTED. 11. ALL REBAR ADJACENT TO SOIL SHALL HAVE 3 INCH MIN. CONCRETE COVER. 2. REFER TO LANDSCAPE ARCHITECT'S PLANS FOR BLOCK COLOR, 0 (n © ALTERNATE d �. d LEGS a 97, d d d 999 1,_699 v� 29 _ 399 in i r PL - #4 CONT. TYP. f- m #4 CONT. TYP. a 1 � m C.0� 5 z :2OMIT HEAD '>'I N �'��� � JOINTS @ FG CTR. �o «I *FG �.. X 0 #4 CONT. TYP. - (3 TOTAL) 3" CLR. TYP. w CTR. « I m c0 < 12. GROUT ALL CELLS CONTAINING REBAR, TYPICAL. *FG W6jERPRQQElNQ 5EE.Q10CAB05. 1. WATERPROOF SURFACE WITH 1/4" -THICK ASPHALTIC WATERPROOF COATING OR APPROVED EQUAL AS PER CITY STANDARD L-8. �MUQTURAL blOM 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. 0 til 4 d _ ALTERNATE d a LEGS 0 d- d 4. d /y 1 0 9 99 - 2'� fyl9 r a #4 CON T. @ 32" O.C. MAX RESIDENTIAL LOT SIDE mom *FG \ roI SLI( cn Q0 0 WA' X.i SU F (0 ® OMIT HEAD FIL' L' JOINTS @ FG 1 C *FG GR) FO( d 4 . #4 CONT. TYP. �. a . LEGS o (3 TOTAL) :- 3" CLR. TYP, 999 19- 999 � ti * HIGH SIDE FG VARIES 9 99 +- 2-6PO PL LANDSCAPE LOT SIDE NOTE: OMIT GRAVEL BACKFILL AND FILTER FABRIC FOR LESS THAN 2'--0" OF RETAINING. ! !! 8'-6"" WALL ,®MIDo- N.T®S. w V) Q CL (30 EDGE OF FOOTING ------ ---- L I AH H I I L EDGE OF FOOTING-/ (4)8"x6""x16" BLOCKS cb1 T WALL "FULL" PILASTER MORTAR FILLET CTR. #5 @ 3" O.C. WATERPROOF z (n coo SURFACE TO FG �-- w V--- I tc3 w V) «x I t� `x `~' N FILTER FABRIC n Q - I v 1 CUBIC FT OF :2 0 co U-0 a OMI GRAVEL PER 0° JOINTS @ FG FOOT OF WALL *FG SEE NOTE d d a ALTERNATE a , �. « a. LEGS N #4 CON T. TYP. « (3 TOTAL) d. 3" CLR. �°-- TYP. 0� _ TE' 19099 1'- 9" >_ INSTALL 4" DIA. PERFORATED 29_999 ` PVC DRAIN PIPE ON RETAINING SIDE OF WALL IN LOCATIONS SHOWN ON PLAN VIEW. w V) _.._, CTR. -- #4 CONT. @ 32" O.C. MAX RESIDENTIAL LOT SIDE #4 CONT. TYP. #4 CONT. *FG MORT #4 @ 24" O.C, SLIGH V) � 0 _---- WATEI x ^I CTR. 5URF) Y OMIT HEAD FILTEF JOINTS @ FG 1 CUE 0 0 *FG GRAVI FOOT d d a n� 9. (i1V61 © d #4 CONT. TYP,, ; d : LEGS a (3 TOTAL) .e.,:.. ,..... r-- r�rnrw r. 4d d' 3" CLR. TYP. 1-..099 2'-0 � 3'-ci" io * HIGH SIDE FG VARIES NOTE: OMIT GRAVEL BACKFILL AND FILTER FABRIC FOR LESS THAN 2'-0" OF RETAINING. 8l-!! OR :- !! ALL ''`n' ENO --SECTION N.T.S. EDGE OF FOOTING ®LJ !j C-5 CL zw a W.<: 0 w UZ3- UJ'0!3 COW cnza_w C) ul��cwujd1-,cn ` zL Awa-c4d9 Z w T Ca uj � u, u3 u_ Z�orcoo > w�Z�V 99309600wo0Tx X0C6 uwl �k OW LOU C06 2<3 46 3'_n�0z 0 z 114 tU uaz�wa�}--w�w ... Etf QQ,�ca to N C-4 CO 00w URI- F- 0-ow'N <1 !N � u, Zz 0 �����ZQ��� Ell CD � � o � � Cy ...1Ucnl� p'�w<"-zv DD u,®�` 0 zz 05 ?4 z ' I, Q ralwal r• . M01001164m,=111. , RTER,R.C.E. NO. 33448. DATE ' } 1299 2, - 4„ 1299 (6"x6"x16" BLOCK U-4-R.C.E. O. 67008 DATE 6"x6"x12" BLOCK) MONUMENT WALL PILASTER ^, CORNER N.T.S. -ro -rq( s WALL, QQN,5TRQQTIQN NOTES FOOTING REINFORCEMENT PER WALL DETAIL ff] SLUMP BLOCK PER WALL DETAIL U- 0 _ WU tD 0p 1 trm i� (0< cr- 0 (o z r t.0 x« (Dd 1� oC3 «x I 0 to 0 0 NOTE: OMIT GRAVEL BACKFILL AND FILTER FABRIC FOR LESS THAN 2'--0" OF RETAINING. ! !! 8'-6"" WALL ,®MIDo- N.T®S. w V) Q CL (30 EDGE OF FOOTING ------ ---- L I AH H I I L EDGE OF FOOTING-/ (4)8"x6""x16" BLOCKS cb1 T WALL "FULL" PILASTER MORTAR FILLET CTR. #5 @ 3" O.C. WATERPROOF z (n coo SURFACE TO FG �-- w V--- I tc3 w V) «x I t� `x `~' N FILTER FABRIC n Q - I v 1 CUBIC FT OF :2 0 co U-0 a OMI GRAVEL PER 0° JOINTS @ FG FOOT OF WALL *FG SEE NOTE d d a ALTERNATE a , �. « a. LEGS N #4 CON T. TYP. « (3 TOTAL) d. 3" CLR. �°-- TYP. 0� _ TE' 19099 1'- 9" >_ INSTALL 4" DIA. PERFORATED 29_999 ` PVC DRAIN PIPE ON RETAINING SIDE OF WALL IN LOCATIONS SHOWN ON PLAN VIEW. w V) _.._, CTR. -- #4 CONT. @ 32" O.C. MAX RESIDENTIAL LOT SIDE #4 CONT. TYP. #4 CONT. *FG MORT #4 @ 24" O.C, SLIGH V) � 0 _---- WATEI x ^I CTR. 5URF) Y OMIT HEAD FILTEF JOINTS @ FG 1 CUE 0 0 *FG GRAVI FOOT d d a n� 9. (i1V61 © d #4 CONT. TYP,, ; d : LEGS a (3 TOTAL) .e.,:.. ,..... r-- r�rnrw r. 4d d' 3" CLR. TYP. 1-..099 2'-0 � 3'-ci" io * HIGH SIDE FG VARIES NOTE: OMIT GRAVEL BACKFILL AND FILTER FABRIC FOR LESS THAN 2'-0" OF RETAINING. 8l-!! OR :- !! ALL ''`n' ENO --SECTION N.T.S. EDGE OF FOOTING ®LJ !j C-5 CL zw a W.<: 0 w UZ3- UJ'0!3 COW cnza_w C) ul��cwujd1-,cn ` zL Awa-c4d9 Z w T Ca uj � u, u3 u_ Z�orcoo > w�Z�V 99309600wo0Tx X0C6 uwl �k OW LOU C06 2<3 46 3'_n�0z 0 z 114 tU uaz�wa�}--w�w ... Etf QQ,�ca to N C-4 CO 00w URI- F- 0-ow'N <1 !N � u, Zz 0 �����ZQ��� Ell CD � � o � � Cy ...1Ucnl� p'�w<"-zv DD u,®�` 0 zz 05 ?4 z ' I, Q ralwal r• . M01001164m,=111. , RTER,R.C.E. NO. 33448. DATE ' } 1299 2, - 4„ 1299 (6"x6"x16" BLOCK U-4-R.C.E. O. 67008 DATE 6"x6"x12" BLOCK) MONUMENT WALL PILASTER ^, CORNER N.T.S. -ro -rq( s WALL, QQN,5TRQQTIQN NOTES FOOTING REINFORCEMENT PER WALL DETAIL ff] SLUMP BLOCK PER WALL DETAIL W 0� wz w z Z z u U_ a o a 00 o N w > 0 11411 S/03N vj z (0 0 C)qrwm vim� wvi v 04ui FamIL 160 Mmlh= 0z ova% cl u� 0 0 LLJ < 0 F- W ui z zFoo- 0 Li a 0 0 0 F_ - _j '� 3: o a� <x �- a " G z oo �t -- .� o RK D 6/08/2015 PA JOB No. 13-2750H SHEET E Q E r 0 r� '' OF 9 SHEETS E FC -1 CONTINUOUS REBAR PER WALL DETAIL -4-...,,. VERTICAL REBAR PER WALL DETAIL I A i t I I o BRICK VENEER (TYPE BY OTHERS) z #3 TIES @ 24 O.C. 0 � m (3) #4 REBAR EA. WAY @ PILASTER --4 0- I n l #4 VERTICAL REBAR (6 TOTAL) ---CAr co hi #4 VERTICAL REBAR (4 TOTAL) E --_ --- -- EDGE OF FOOTING -/--1E? I - FU ( (1) #4 REBAR FOOTING BUMP OUT eubm -NOW MOM "Mb cy)t 1. REFER TO LANDSCAPE ARCHITECT'S PLANS FOR BRICK COLOR, PATTERN, MANUFACTURER, GROUT ETC. 99D 29_ 099 9" 2. REFER TO LANDSCAPE ARCHITECT'S PLANS FOR BLOCK COLOR, (3)8"x6"x16" BLACKS PATTERN, MANUFACTURER, GROUT ETC. 3. REFER TO LANDSCAPE ARCHITECT'S PLANS FOR MONUMENT TYPICAL LL "FALSE" L I WALL TREATMENT NOT SHOWN ON THESE PLANS. ,gyp N.T.S. W 0� wz w z Z z u U_ a o a 00 o N w > 0 11411 S/03N vj z (0 0 C)qrwm vim� wvi v 04ui FamIL 160 Mmlh= 0z ova% cl u� 0 0 LLJ < 0 F- W ui z zFoo- 0 Li a 0 0 0 F_ - _j '� 3: o a� <x �- a " G z oo �t -- .� o RK D 6/08/2015 PA JOB No. 13-2750H SHEET E Q E r 0 r� '' OF 9 SHEETS LEGE IIr% M PROPOSED 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -4-1, M PROPOSED 5' WIDE SIDEWALK PER C.O.B. STD. DWG. ST -3. (MAY MEANDER) PROPOSED TYPE "M" MEDIAN CURB PER C.O.B. STD. DWG. ST --18. ® PROPOSED 8' WIDE CONCRETE MULTI -USE TRAIL (4" THICK CLASS "B" CONCRETE) (SEE C.O.B. STD. DWG. ST --3. FOR CONCRETE SPECIFICATIONS, JOINTS, ETC.) ❑5 PROPOSED LANDSCAPE AREA (SEE LANDSCAPE PLANS -BY OTHERS). STREET SIDE PROPOSED BLOCK WALL. Q 4' WIDE DECOMPOSED GRANITE PATH ® 6"x6" CONCRETE MOW CURB PROPOSED 6" CURB NO GUTTER SIMILAR C.O.B. STD. DWG. ST -1. Fl -01 5.5' WIDE COMBINATION SIDEWALK PER C.O.B. STD. DWG. ST --3 YPICAL S REE SEC IONS R/W PARKING ALLOWED" U ARK DRIVE --WINDERMERE 7 ,� " PER SP EXHIBIT 4-11.3 "PARKINGALL SEE PARKWAY E DETAILCOLLECTOR STREET " j NOT TO SCALE V) 10 ST 0 R/W CL R/W Q WINDERMERE r STREET • PER r EXHIBIT SIMILAR , (PARKING O TRAIL STREET ST CL "NO PARKING ALLOWED" �G SEE PARKWAY TYPE "A" DETAIL R/W PARKING ALLOWED" WINDERMERE STREET T j "NO PARKINGALLOWED" SEE PARKWAY TYPE»" DETAIL. . WMSP COLLECTOR STREET SEEPARKWAY T II 3 �► NOT TO SCALE FIN V u 0.wQ coon � c°i� w 'a w_ fQ w -- cwnwawow ¢ w UJ 4 0 h Z w k(�w�tQ/1�"m�d UfE �9`3og `��zz}'QW� dzR W. - v z®�,, �C7z ' w L�OQC3cr3Qo-,Qty.. co �- Wy.®c?zzu u ®�� cl� z u_ r� zca cry z> v��-�a�� ��� ® za, W>Q�a cWozQZzfl QW cQt)'C3Q C3 w uQ,. twL' w JT spina -- fw3� � 01�2d pCJt13W �ffw � oa't>r'wQm dW W t2 0 w z U Lu z om- M- 2 !L �=- +C t 0 0 tW < 'm t-- o ST Q -' CL R/W VARIES i L S LO *** 55' TO 60' WIDTH VARIES 12' L /S LOT t 1 1 PAD t i L___J LANDSCAPE AREA SHALL BE 4:1 MAX. **= RETAINING WALL (WHERE OCCURS) R/W 37' i ( 5t 1 i i X L6 z WHITE LANE 1 & 5) PER P EXHIBIT . t/on WMSP ARTERIAL STREET Lw_r ! NOT TO SCALE 4' 8' 8' WI I EZI r t LANDSCAPI 4* 054 PARKWAY TYPE "B" DETAIL . lum_ SEE PARKWAY TYPE TAIL ***= LANDSCAPE LOT TO BE DEDICATED TO THE CITY OF BAKERSFIELD, BLOCK WALL AND LANDSCAPING TO BE MAINTAINED BY THE HOMEOWNER'S ASSOCIATION. mr ` Lil au V _j1 i0 qv c0l STREET SIDE R/W ©rLOT SIDE 26' 6 25 10' WIDE 5' 4' i 7' w U LANDSCAPE AREA i CC �- w ww © chi. 1..�:....# ac a 2 Q Z wl< rz� t 99 ® 1 .1 � I V) co w } 2' 2' Z i- --- 1 2 xEal 1 1 FINISHED P) 4* � x.1_1 1 z L --- J *= LANDSCAPE AREA SHALL BE 4:1 MAX. RETAINING WALL (WHERE OCCURS) �a. PARKWAY TYPE "A" DETAIL NOT TO SCALE FIN V u 0.wQ coon � c°i� w 'a w_ fQ w -- cwnwawow ¢ w UJ 4 0 h Z w k(�w�tQ/1�"m�d UfE �9`3og `��zz}'QW� dzR W. - v z®�,, �C7z ' w L�OQC3cr3Qo-,Qty.. co �- Wy.®c?zzu u ®�� cl� z u_ r� zca cry z> v��-�a�� ��� ® za, W>Q�a cWozQZzfl QW cQt)'C3Q C3 w uQ,. twL' w JT spina -- fw3� � 01�2d pCJt13W �ffw � oa't>r'wQm dW W t2 0 w z U Lu z om- M- 2 !L �=- +C t 0 0 tW < 'm t-- o ST Q -' CL R/W VARIES i L S LO *** 55' TO 60' WIDTH VARIES 12' L /S LOT t 1 1 PAD t i L___J LANDSCAPE AREA SHALL BE 4:1 MAX. **= RETAINING WALL (WHERE OCCURS) R/W 37' i ( 5t 1 i i X L6 z WHITE LANE 1 & 5) PER P EXHIBIT . t/on WMSP ARTERIAL STREET Lw_r ! NOT TO SCALE 4' 8' 8' WI I EZI r t LANDSCAPI 4* 054 PARKWAY TYPE "B" DETAIL . lum_ SEE PARKWAY TYPE TAIL ***= LANDSCAPE LOT TO BE DEDICATED TO THE CITY OF BAKERSFIELD, BLOCK WALL AND LANDSCAPING TO BE MAINTAINED BY THE HOMEOWNER'S ASSOCIATION. mr ` Lil au V Lu qv c0l rr Lu Z� z mi 25 z W w w 4 �L LL ww © chi. L ac a z 0 DATE 6/0$/2015 PA JOB No. 13-2750H 4-4E SHEET W 0 J z r N OF 9 SHEETS au V qv mi 25 { eJ *t+�' too Z-2 wl< 1 .1 � I DATE 6/0$/2015 PA JOB No. 13-2750H 4-4E SHEET W 0 J z r N OF 9 SHEETS w ALL STATIONS AND OFFSETS ARE TO BACK OF WALL (LOT SIDE) ALONG LANDSCAPE EASEMENT UNLESS OTHERWISE NOTED. ALL PROFILE STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. STEP IN WALL TO OCCUR AT PILASTER. R/W = RIGHT OF WAY AP ANGLE POINT BC = BEGIN CURVE CL = CENTERLINE CONC CONCRETE CONST • '. • MAXIMUM • CURVE MINIMUM •• ► .. R/W = RIGHT OF WAY TOF == TOP OF FOOTING GTR - CENTER TOW TOP OF WALL RETG -- RETAINING MAX == MAXIMUM MIN = MINIMUM (`_I R .r f _I I= A P g .. CURVE TABLE ii M .-.c3y Lo mo �cj) 06 E �CFy. CURVE RADIUS LENGTH DELTA TANGENT Cl 2416.00' 325.74' 07'43'30" 163.12' C2 3573.92' 329.24' 0516'42" 164.74' C3 2286.00' 23.72' 00'35'41 11.86' C4 2295.00' 668.38_ 16`41'11 336.57' g .. c© N ul)m W ) -•i•' e. - ...t Z C14 + + .......... ii M .-.c3y Lo mo �cj) 06 E �CFy. l d 0� '- � ..} �- a �- LJ Q ...... .................. ............. 367 _ t ^M _j tsy o+� n �__jW N N U-)- . ! n -_3 czy �� LL, m W c1. z U ^- Qom a + r- �� C7 < z �? CL ,_ �" 'pct? _ 1 F _ 00 ? (6000 00 � � i 00 , °' zz co N UA 0 V) & w 0vi 1 u ui U-) Z �- � aol ..................... 362* ..................... = .... .... ..................... ....... TOW=363.63 ......... .. C, ....................... ...................... .................................................. ........... TOW=362.96 .................................... ..................... .......... . I.............. TOWS -363.63: ........... ........ .i ...................................... i 3 62 . . 357: . . . . . . . . . . . . . . . . . . . . . ... ... _.,_ �.._.. �..... P` . . . . . . . . . . . , _... �.._... ._. ,....... TOF= 356.63 . . . . . . . . . . . . . . . .�. , ,.. .... _.... . . . . . . . : ._.._ . _ .._ . . ... . . . . . . . . . i fFINISHEDGRADE (STREET SIDE). ...._ .. �... �. PROFILE FINISHED �... GRADE PROFILE (Tal, OF BERM') ... .� _ ..._ .... LL TOF==356.83' fi^4. .___. a �, . ...r ._._ ---� --_.-- -- -' *357 .------------------_-_---___ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $.�______.._______________ . . . . . . . . . . . . . . . . .�__ . . . . . . . . . . . . �.�. . .y. ____ __.�--------------------- . . .`- . _�. TOF=355,9 . . �_ _____ , ___ FINISHED GRADE PROFILE JZ------ _______--------------- �____----- _ ___ -_- - - . -�--�-1---�-�-.---.... .� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -...- ....._ ._.._....._. (LOT SIDE --TOS OF SLOPE)_ 1 DESIGN FLOWL@IE PROFILE (NATURAL _...� _......� .�.... --�- _._.� .___ .GROUND) ,.a.._ ._..._.�....._..._ �.... _.�•.- ......- 5+ + 7+ + + + + + 103+00 105+00 106+00rB , -x..,107+ 0._.�.� 2 IeA 2 BLOCK WALL PROFILE (WEST SIDE) 73.2± L.F. 392.9± L.F. 2 REVISIONS A PROVED BY. J J cv 350.0± L.F. 125.0± L.F. 125.0± L.F. 58.7± L.F. 30t L.F. C>✓ < :'00 cr Q Q cr .. < c� Q �-- ca i_ } c�; ca _, _ _f ., W _.l W. ROIL , R. . . 4 8. cs� " z Q + C.a Q + Q + z cr �[ CY cr Q M W Q <L Cz <C m < ¢ cr < Cy Q C1 W co 0-) ' C- Lo 01) CL ® O Z ui C � a Q 0 C� � a+ 0 a 00 flo - Q 0 4 2 0 � 0 -i::� F_: _�) j F- C� �✓) GL. U'` C� CL W CL _�.t ta)008 ui Lo CL. L6O y' Lo �-- CL 1C) 0- 06 Lo Q.,. d" Q0 C1._ CLQ Q c0 < d- CL co { I FSA IL � R.C.E. . t • i.,.�CV W N _..) ``\, d CU �• Q W V) F-- � tc i t- V) C) 0 W i- V) `�' O;g W ...� 0 Lo W 0F•- �! W !-- W ...,,.J W t--- 0.. W W .. ..... W d+- < � C) W t) i--- Lo N 0 C7 C) 0 u') N Cid `� N Z < Cr3 C3 d` prj ,� < C� Lo i `� n f Z Q n <[ 2 36 � �• m . �` + +......... tC) ..................+ 0 � ................. !�- in +.0+....+..... co W Ca Lo ..................+�,... N co Z �- ...........................................367 z �. W W 00 Cay a Co n-- � O r•- 0 N � N .0 ► 7 � ff) ® d Q d'to p O I-- TOW=363.96 _ TOW=363.96. TOW=363.46 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . TOW=363.961 TOW= 364.46 . . . . . . TOW= -363.961 TOW= 364.46 .........�.-_...... - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . TOW= 362.96 TOW =363.46 ......... . ... ... .. ................ ................... ........ ....... ..... i....... ..... ....... ..... ..... ............. .. .. ...... ......... .... ..I". W i ................... i : : C> i cy i ; . . . . . . . . . . . . . �' ` . . . . . . . . . . . . . . . . . . . . . . .. ® ©. �y i . . . . . . . . i . j^�.. . . . . °.? °� { FINISHED GLADE I�OFILE �o . LLJ : FINISHED GRADE PROFILE (TOP OF BERM -LOT SIDE) (!? 57 : : �..-.� ...' : : `-=-�- - : : ; : (STREET SIDE) _ J/" -.. _ �..�..::. _p_ _. _ ---- - -.-- -- TSF=35fi .46 TOF-Y- 356.9 6 . „... ............,.....,. TOF= 6.46 - . -..- -� .. ,.. _ _� .., _ - - .._ _ _ _ _ _ o _ x 1 - •- :� .- _ , ...� ... ... T OF= 356.4fi ..... •� . . ,.... �- .�- .-.� ... .� -..- .,,. TOF= 355.96 . . . . . ................. """ -- -� .......................................................................... _._ `~ -- -� - - ►- _ _. _ .. _. _.. ._ :._ ... _._ . ....................... FLOWILINE PROFILE .................... ....................................................... _ ._ ._ __ _ _ ._ v _. . _ _ __ ___..._ _.. .. .._. e---.-' ......... ............ 352 * r_ ...95+00 ......... .......................DESIGN .....�................................. .......................... ................................................................352 + 7+00 98+00 99+00 100+00 1 102+00 + 105+00 106+00 107+00 BLOCK WALL PROFILE EAST A' @Eaco ©J z®%,f w9T9 t8 w L1 oxmffi20>wwxp crJaW oozes wwQW,a,su o mo-Ro ®wvWoo � m°= vaz®� u. aiimv uSwwua 2c z 13:, y® c0 iwz>o���-Gj �gzzW r foo W LL ®cad¢ u, z®«t viw� �u.z O 'f"nww8z ©wzJ�-vw pO yr vow+-ww pL+- > CC/)oj w�'�t"o zoo y:� c�3enw4"'oz 9 a: W�w� go,.r2wr wowcew<Zs 2www0 22_jzZicw P05 TP 'v' 9WwQ 00 0 0 cn Li .a LL O x CL 0 z z 4 n M O i 'S O O N d V) 0 0 N Q_ r V) z CL 0 O 0- F - r E a� 0 0 N r w C) 0 ` 0 �, j i M tt> 0 (1) (1) X ca < 0 � co im +c\ od Z � 0 .�.0 ,%: 2 CC6 N O 0 t l d v I.0 U- & w = �, D%4 m zz w w w w �,.. w CL� a LL a a jK ai 00 ESQ co ° M o- cyNY cr w • 6 OF 9 SHEETS o D%4 6 OF 9 SHEETS `r ES -1 ALL STATIONS AND OFFSETS ARE TO BACK OF WALL (LOT SIDE) ALONG LANDSCAPE EASEMENT UNLESS OTHERWISE NOTED. ALL PROFILE STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. STEP IN WALL TO OCCUR AT PILASTER. NOTE: SEE STREET PLANS AND GRADING PLAN FOR FL AND FG ELEVATIONS-TYP ALL SHEETS. FU TUR EPA RA 7-E 72.d f f 1 / CURVELEGEK TABLE Ldu O Gc�tj4 W®ua N - THIS SHEET R�/W = RIGHT OF WAY CURVE RADIUS LENGTH DELTA TANGENT z 0 05 w z w zo u �- AP = ANGLE POINT TOF - TOP OF FOOTING Cl 1628.64' 276.15' 09°4254 138.41' co w uj ® W w < o Q t� - C2 1616.00' 454.63' WOW 228.82' a� �c v z o z BC . BEGIN CURVE CTR CENTER C3 1550.00' 54.05' 01'59'53« 27.03' w � CL = CENTERLINE TOW -- TOP OF WALL w co Iu > t, CONC = CONCRETE RETG = RETAINING -� z 9 .o,. C4 1550.00' 808.57' 29°5320" 413.71' o Q z 2 z Co Lu CONST = CONSTRUCTION MAX = MAXIMUM wo X a h wo mlu W ci EC = END CURVE MIN = MINIMUM z - Lu FTG = FOOTING CLR = CLEAR a 0 cj GB = GRADE BREAK WL = WALL STATION .� o a LL LS = LANDSCAPE HDPE = HIGH DENSITY POLYEHTYLENE Z � fl o o o z o � a FG = FINISHED GRADE ® z Ir uW N Q � (o ®wzc�¢ C6 CL Z 8T86RQ09'0 0 (o 0 \ � ;0 8 a © Z l 'a \ dq-wLWU 3: w a5 10 qj <0� au d Z!� Lu UJ Z Z , w 2 > Wrw 0 w 10 '-a�� c" PARK SQUARE DRIVE I � FU �h,E iBY SEPq � ECPLgN gg FuTURE TRACT 724D SEPARATE PLANS) i � rl-63 PROPOSED MEDIAN --167 r _� �'"`, -___j .,._. —164` -- ._....,.._.. ._....... � �. __.. ...._ .,.._..-- -- i 86 ,,,. •�' �, r „., ._._. ------------- V) MGRfop 170 0 �- B V) i 2 !t CL CL r PARK S � \ RjE LjQ: a..., ku 1 Q f co 698.7t L.F. k N � (o \ tet- _a N \ C> � Ll.- 0 -.rte- u- ,M _, r. u_ 00 P TE CL CJ r"+ C7� N °" �- < - 2 i --t i a: . . . . . �N tet- t,0 CL �-}. +_.t t0 to Q 0� (.0 a.. 0z t0 �� oz 0+0 to (y, ca " to r- � 0� ct} p. toz t3� _. 130+0 ,r � �' � �`` °� '� N Cl . w tt0+0 r� r W LL . CC? �. %-- � Co { �� to Q_ to to U co to t J to m 4-- MGRfop 170 0 �- FUTURE TRACT 7288 (BY SEPARATE PLANS) B V) i 2 !t CL CL r PARK S � U D/ e!(A RjE LjQ: a..., ku Q f co 698.7t L.F. k N � (o FUTURE TRACT 7288 (BY SEPARATE PLANS) B V) i 2 CL CL v ku Q 698.7t L.F. i � 54.91 L.F. � tet- _a N c) C> � Ll.- 0 -.rte- u- ,M _, r. u_ 00 P TE CL CJ r"+ C7� N °" �- < - 2 i --t i FUTURE TRACT 7288 (BY SEPARATE PLANS) 8 PHASE 2 co r - to c C \ + `off' N "II 00 -7,60 y 4- 0^ 0) to 0 J o6# S LJ . . . ..... .. ........ HORIZONTAL: 1"_50t VERTICAL: 1"-5' B V) i 2 CL CL v 8 PHASE 2 co r - to c C \ + `off' N "II 00 -7,60 y 4- 0^ 0) to 0 J o6# S LJ . . . ..... .. ........ HORIZONTAL: 1"_50t VERTICAL: 1"-5' ZLOCK WALL PROFILE il!"SOUTH SIDClj B 2 ku 114.11 L. F. 698.7t L.F. cc 54.91 L.F. AEV8l APPROVED Y. ! ; tet- _a N ....r c) w co 4L6>- LL_ ._j-�r� Ll.- 0 -.rte- u- ,M _, r. u_ 00 P TE 33448, 0 r"+ C7� N w a: . . . . . �N tet- t,0 CL �-}. +_.t t0 to Q 0� (.0 a.. 0z t0 �� oz 0+0 to (y, ca " to r- � 0� ct} p. toz t3� _. 130+0 ,r � �' � �`` °� '� N Cl . w tt0+0 r� r W LL . CC? �. %-- � Co { �� to Q_ to to U co to t J to m 4-- t`� W W``r'' 0 1- 0 3-: Q 3.' W "� ` F-- 0 W 0 U} t- W ` �✓ 0� �} V) (,0;# F-- 0� W 0 (j 0 "`_� r, 's' w 0 C� '�✓ 0-�R.C. A EL SIL E. NO. 67008 z `� W (o _J < 0 0 U 0 0 0 0 M' 0 0 N 0 tt7 0 0 Cts 0 L0 +� 00 j + 0) _r + z 0 < Lo + 0 + Lo 0 n + + + N + 0 + C* + N + r- + N N Coto t"- .14- %_ to to V_ to r-- r- to w to v-- V_ %_ 00 to T_ 01) to T_ 0) (D It- 0 0 365 .............................. �. ........... ... ................... ....... ....................... ....... ................... .. ........ ............. ..................................... .....36 TOW= 3fi2.4fi T01N=3fi2.96. TCW= Sfii .9fi TOW=361.46 T0W=360.96 360 ...................... ................................... ............... ... ....................... ....... .......................`.......+3 60 .. .............. . ... `i'..... a. �, ~ ................ ............. ........... ... ........... ...... i c ` ...". l ............... .. � FINISHED-GI�AC3E i'fiO�ILE FINISHED GRADE PROFILE OF GERM) . .(TCI' _ �„ (STREET SIDE) ._._ _,.,_ . �. _ . _ ..._. _ ._ °'" -- -- ., `" TCF== 355.96 35 � TOF= 355.46 TCF= 354.46 TCF=353.96 -------------------------- � �-. . `. - --------- ------ __-_ ��351 -46 -_- --_-- -�--_�_-- -------------- :. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .._____- . -. . - - . . . . . . . -------------------- --- = ..__ - . . . - . . - - - . . ._ -- --- e -- _ FINISHED FLOWLINE PROFILE FINISHEDGRADE PROFILE . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .�DESIGN 350 . (LOT SIDE -TOE OF SLOPE)'350 . . . . (PAD ELEVATION} . . . '"F' G'°'�"' ..I" "'�` 1 167+00 168+00 169+00, 1 171+00 172+00 173+00 ZLOCK WALL PROFILE il!"SOUTH SIDClj DATE 5/08/2015 i PA JOB No. 13-2750H SHEET a s2. E z 0 i OF 9 SHEETS ku cc 13 ,M LLJW 0 °�_m w a: W w L� w w LL CC L a DATE 5/08/2015 i PA JOB No. 13-2750H SHEET a s2. E z 0 i OF 9 SHEETS ku `z 13 ,M 0 w a: DATE 5/08/2015 i PA JOB No. 13-2750H SHEET a s2. E z 0 i OF 9 SHEETS NEU. ALL STATIONS AND OFFSETS ARE TO BACK OF WALL (LOT SIDE) ALONG LANDSCAPE EASEMENT UNLESS OTHERWISE NOTED. ALL PROFILE STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. STEP IN WALL TO OCCUR AT PILASTER. NOTE: SEE STREET PLANS AND GRADING PLAN FOR FL AND FG ELEVATIONS—TYP ALL SHEETS. PR N 0 r- = THIS SHEET AP = ANGLE POINT BC = BEGIN CURVE CL = CENTERLINE CONC CONCRETE CONST CONSTRUCTION EC END CURVE FTG FOOTING GB GRADE BREAK LS LANDSCAPE FG FINISHED GRADE 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 HDPE = HIGH DENSITY POLYEHTYLENE CURVE TABLE■mom '' �� �� �� � •' �� HORIZONTAL: 1"=5C VERTICAL.- 1't-5* WNDERMERE STREET SEE SHEET 5 L IN, 8 MEREWINDER (SOUTH) N1, Li CAMPUS PARK DRIVE SEE SHEET 8SC10 �BrA-"\ V rA-'*"\ rb_,*� �v K1_v K�Kv 34.8± L.F. 64± L.F. 60.2± L.F.44.6± L.F. 281.7± L.F. 45± L.F. F ",4. __j C�o uj __j r,. �� 0 C3 0 (3 0 (30 cjc> C3 0 (3 o c �- a - 1�- _j F - Of of X < ry - 00 p000 Lo Lo 3::. v CN C�ll to Lo r,-- + r- 10 to cl-i + Lo + Z + z + Old .4d -d k3 + + 0 Z C) 0 00 + + + + + cl! ob F_: n + z o + c) C�o z 0 0 _j 4 cc Lci 00 cr) Lfi W . _j c� F_: 'R 00 c� 00 t'- < to u-) < u-) n �o rl-! 6,P', CL --i -A- -j,,- -i _j _j cj r-, CL M r-_ Z r- r,_ - z 0) ui uj -, r, -, r-, _j t__ -i r_ _1 r,_ r- U -i r- uj r�o 3:: Lo Eaj Lo uj Lo 3g: Lr) co LJ ----i m F- _j < _j < < < j < _j < Uj —_j uj I _., LAJ F— -i 3:: ul) 3: CL LJ to to 00 LJ 0 a- n p a- cL cl- z V7 C) 1- CD lz z L6 Z . Lri w w w w w Li -•i co < rl- Lri n -i C) Lo < Lo < ui m < 04 re) + Z + m: + V) + + 0 + + + C.0 00 Ld 00 00 00 < 0 00 0 C14 (N r- 00 00 00 00 C,*, 367 ....................................... . ............... I ...................... TOW=362.90L- %At-X TOW=3 .40 TQ=361.913 1 ,362 .. . . . . . . . . . . . . . . . . . . . . . . . . . . 3 0:9*4-"*3 IT.40 T.ow=o - - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . c) t 357*.... P FINISHED GRADE PROFILE (LOT SIDE -'TOP OF SLOPE) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . T 352 . . . . . . . . . . . . . . . . . . . . .. . . . .. . . . . . . . . . . TOF= 53.4 - 75+00 76+00 77+00 1W 132.3± L.F. ��C Z C5C5 < o 00 00 00 ...... .................. ................................................ .......................... ................................. ...... ..... Tow=.364................. ..... ... .. ................................. ........ TOW --'363.90' 30 ..... ... TQW=�63.807 -TOW--363.39 ......... TOW=363.30 .. .......... ........... .. .............. ..... ......... .. .... .......... ......... ..................... ......... C) to 0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . r-, . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . FINISHED -GRADE ROFILE FINISHED GRADE PROFILE r__ (S -MEET Sl FINISHED GRADE PROFILE' *— - -t_ t — — — _,_ — OF FINISHED GRADE PROFILE. . . . . . . . . . . . . (TOP BERM) (Tqp {STREET SIDE) . . . . . . . . . . . . . . . . . . . . . . . . . . . TOF:;=35 FINISHED GRADE PROFILE - TOF=356.80- TOF= 56.4 FINISHED GRADE PROFILE (LOT SIDE -TOE OF SLOPE) TDF =356.30 TJDF=356.30 TOF=355.90 * (STREET SIDE) (PAD ELEVATION) 55.80, TOF= �55_ 40. .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7' - 7 . ... . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . 4 FINISHED GRADE PROFILE ---7 DESIGN FLOWLINE PROFILE go ------------------ - FINISHED GRADE PROFILE (LOT - OF SLOPE) -0 . . . . . . . . . . (LOT -SIDE-TOE-OF SLOPE) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -SIDE-TOE(PAD 'ELEVATION) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . 78+00 (PAD ELEVATION) + 7900 80+00 81+00 82+00 83+00 85+00 86+00 EAST BLOCK WALL PROFILE ® S4?.. UL 03 wo:woto- U J XW czo �_ w<Z owz co co f2 w r: - 2 t; C6 t<> ®� 6 xw T 3% -j U, r , 0 g r2 a 0 1 plou W-2 . 0.0§j woal3896001NO z < a z 0- Lij ,�g COLvo-) o z 0 lU- Z u ui 0 C, L (Z C46 W 0 0 0 65 —0 w w cr, uj I— 0 ix_ iE 2 co cl) 2 UW - LL C,� w o 9 2 6 -1 c,a u., 0 :Cz:l zoz L 13 0L q8 0 < LIE uj T 0 w owZZ CWL iE w 0 8 2 of i- to CL:Lu Z Z 0 UJ Z;R LouW W > 0 w 0 > C-9 (X,) Ww 0 3 a m 9 w 3: z 6 1 > LWL r > w >: cl) 55 < cl) g cwl) 0w w "J co W LLJ cl) uj co >- x X: � 3: Lu Z D f__ F- 25 QP- o a w < M of Lo 00 C) CD 0 0) ui 7-1 LL_ 0 a. 0 z Q 0 0 N Q O0 (N CL F— V) z n. 0 0 E Q_ 7, I. F_ w 0 CL LL & w w - 0 6 _j , CD IJ cr. u- Z nw 0 z W U. > \��ER 00 It V_ 14 - co ix -:fl- > %y Ir Erl:� OF 9 SHEETS 0, Z o-, ai Q 0 V) a tu -1 z 0 Q *x � 5; OF 9 SHEETS NQTES;, ALL STATIONS AND OFFSETS ARE TO BACK OF WALL (LOT SIDE) ALONG LANDSCAPE EASEMENT UNLESS OTHERWISE NOTED. ALL PROFILE STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. STEP IN WALL TO OCCUR AT PILASTER. NOTE: SEE STREET PLANS AND GRADING PLAN FOR FL AND FG ELEVATIONS-TYP ALL SHEETS, 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 HDPE = HIGH DENSITY POLYEHTYLENE ND THIS SHEET TABLE AP = ANGLE POINT BC = BEGIN CURVE CL = CENTERLINE CONC CONCRETE CONST CONSTRUCTIO EC END CURVE FTG FOOTING GB GRADE BREAK LS LANDSCAPE FG FINISHED GRADE 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 HDPE = HIGH DENSITY POLYEHTYLENE co FUTURE TRACT 7248 (BY SEPARATE PLANS)j �/ /,�4- /// //�` � \ 1 SII 1,,,,/� / i / Q Z, c o) L WOODLAWN WAY 04 _j < to _-- (FUTURE STREET) SOO-517'471 + ---PROFILE A OL SOO*57'41"W 310.85' C.v"'i cin AAa e V) (n U) L0 < < + 0) 0) 00 < r- CA CL r- tj. 04 r, 04 — + C14 C14 rr) A z < -7 F_ Cl.. CJ C> b "a LO CD ui < I__ < ry U.J m LL - t2 t2z c-.i +< + g �4: (V i LL od z 06 fl- * 3: ai + ui 1* ul 0j i I f� to SO re) ui Do + A5 > o w + + 0 + Ilk U U-) _ 0) 00 V) SOO*57'41 "W 452.78' PG&E SUB—STATION q; a (NOT A PART) HORIZONTAL: I"=50' + $1, 5' lf��lll 4 VERTICAL.- 1 +L� z E PH be B_Ac-D 2 rA"\ /'B �v Kv�v �W 4± L.F. 301 Ki7 w 30±L.F. 1..42.5± L.F. 63.2± L.F. �O±L. L.F. 346.81 L.F. --30±L.F. 30±L.F. 50±L.F. �30±L.F- - (OZ 00 LO (0 0- a_ dz d5 dLud�< T -n 4- %_ M_ V_ AU w t-0 LLJ rn W)Pt m 06 a, ui I— fu_jw - in En'CVSA (n (n LO § 367 ....... V.:.... ................ .... c-0 to .... ..0. ...... ............................. 367 C14 z CL_ CL 06 < 06 K)CL w 06 CL a- LLJ v UJ , - zz: 0 < ......................... v .................................. ................. 362....... ... ......TOW=361:60 . ..... ................................................... . . .............. .. TOW=36136 . . . . . . . . . . . . . . . . . . . . . . . . . . 362 . . . . O =3i TOW=360.2 TOW --360-26 ....... .......................... .... ................. ....................... . ................ . .... .. ....................... (0 —NOTE: GATES SHALL BE :DESIGNED BY OTHERS. 357* .* . r�, ....... .... ............................. ................ . ............... 357 FINISHED GRADEPROFILE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . AD St E). FINISHED GRADE 'PROFILEj FINISHED GRADE PROFILE - - - - --- - - - - - - --- - - - -- NUMP SIDE) (STREET SIDE) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ...... . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . TOFi= 351.10 TOF=354:26 TOF=353:60 TOF 353.76 TOF=353.26 ToP=353.26. I 35-2* . ............... ...... ............. ...... .......... ............. 352 ................. PROFItE C ....... ....... I ......................... PROFILE - "A" -PROFILE - "'B" 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 rA_BLOCK WALL PROFILE �v Kv I 301 L.F. 392.8± L.F. _30±L.F. a 0; co r- to 367 ................................ O)z ..................................... +-so .................... +t .367 +_ -j- - - +0 ..................................... cq— PIV r_z �CL �Llj IWO - 46J V) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Z:. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . z . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0- < ,W 362 * .............. I............... TO=362.1-0 ...... -10W= 361.60 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 362 ...................................... ............... I .................... ......................... ........... .............................. (0" 357' EXISTING* GRADE PROFILE ........ ............. ........... ..... ................. .. 357 4 ----------- am-mv - - - - - - - - - - I - I - - - - - - - - - - - - - --- - - - - - J, - '"a . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . TOE=_354. FINISHED GRADE PROFILE PROFILE D (SUMP SIDE) 352* * ..................... ...... .................. ...... I ............................. I ......... I .............. ... 352 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 BLOCK WALL PROFILE I LOT SIDE OR PG&E SIDE FINISHED GRADE OR EXISTING GROUND rwNOTTO SCALE _,mim R/W tA 16' 12' � 6' 5' r 5' HAREA w AREA LANDSCAPE SLOPE MAY VARY FROM 2% MIN. TO 4:1 MAX. A NOT TO SCALE REVISIONS APPROVED BY: a, Ll Lo Z -MICT ul tl� ul t cn CURVE TABLE Z b Ca rJ) Lu -jZ My., "IM r_zEuJRQ8 iLIli zw 01) �w "- ton uo- m ui tu _j ulmm ui Z 0 .0)(0c wC I 0 0 -040 0 <wo -�L-3:lc 0 a Nuil L(u) Uzi C6 ca Z 0 0 6 Z0c)wQU5 3: s5_ uj �i > 0 co U) z as co 'Rolm d< C'4 W uj (D 0 cz) Z To 0z zv flQa uwl w o 0 05 cq Z ui Liu AwwTTt60i< z m J.- 1N 6 a 6 'wow co FUTURE TRACT 7248 (BY SEPARATE PLANS)j �/ /,�4- /// //�` � \ 1 SII 1,,,,/� / i / Q Z, c o) L WOODLAWN WAY 04 _j < to _-- (FUTURE STREET) SOO-517'471 + ---PROFILE A OL SOO*57'41"W 310.85' C.v"'i cin AAa e V) (n U) L0 < < + 0) 0) 00 < r- CA CL r- tj. 04 r, 04 — + C14 C14 rr) A z < -7 F_ Cl.. CJ C> b "a LO CD ui < I__ < ry U.J m LL - t2 t2z c-.i +< + g �4: (V i LL od z 06 fl- * 3: ai + ui 1* ul 0j i I f� to SO re) ui Do + A5 > o w + + 0 + Ilk U U-) _ 0) 00 V) SOO*57'41 "W 452.78' PG&E SUB—STATION q; a (NOT A PART) HORIZONTAL: I"=50' + $1, 5' lf��lll 4 VERTICAL.- 1 +L� z E PH be B_Ac-D 2 rA"\ /'B �v Kv�v �W 4± L.F. 301 Ki7 w 30±L.F. 1..42.5± L.F. 63.2± L.F. �O±L. L.F. 346.81 L.F. --30±L.F. 30±L.F. 50±L.F. �30±L.F- - (OZ 00 LO (0 0- a_ dz d5 dLud�< T -n 4- %_ M_ V_ AU w t-0 LLJ rn W)Pt m 06 a, ui I— fu_jw - in En'CVSA (n (n LO § 367 ....... V.:.... ................ .... c-0 to .... ..0. ...... ............................. 367 C14 z CL_ CL 06 < 06 K)CL w 06 CL a- LLJ v UJ , - zz: 0 < ......................... v .................................. ................. 362....... ... ......TOW=361:60 . ..... ................................................... . . .............. .. TOW=36136 . . . . . . . . . . . . . . . . . . . . . . . . . . 362 . . . . O =3i TOW=360.2 TOW --360-26 ....... .......................... .... ................. ....................... . ................ . .... .. ....................... (0 —NOTE: GATES SHALL BE :DESIGNED BY OTHERS. 357* .* . r�, ....... .... ............................. ................ . ............... 357 FINISHED GRADEPROFILE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . AD St E). FINISHED GRADE 'PROFILEj FINISHED GRADE PROFILE - - - - --- - - - - - - --- - - - -- NUMP SIDE) (STREET SIDE) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ...... . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . TOFi= 351.10 TOF=354:26 TOF=353:60 TOF 353.76 TOF=353.26 ToP=353.26. I 35-2* . ............... ...... ............. ...... .......... ............. 352 ................. PROFItE C ....... ....... I ......................... PROFILE - "A" -PROFILE - "'B" 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 rA_BLOCK WALL PROFILE �v Kv I 301 L.F. 392.8± L.F. _30±L.F. a 0; co r- to 367 ................................ O)z ..................................... +-so .................... +t .367 +_ -j- - - +0 ..................................... cq— PIV r_z �CL �Llj IWO - 46J V) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Z:. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . z . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0- < ,W 362 * .............. I............... TO=362.1-0 ...... -10W= 361.60 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 362 ...................................... ............... I .................... ......................... ........... .............................. (0" 357' EXISTING* GRADE PROFILE ........ ............. ........... ..... ................. .. 357 4 ----------- am-mv - - - - - - - - - - I - I - - - - - - - - - - - - - --- - - - - - J, - '"a . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . TOE=_354. FINISHED GRADE PROFILE PROFILE D (SUMP SIDE) 352* * ..................... ...... .................. ...... I ............................. I ......... I .............. ... 352 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 BLOCK WALL PROFILE I LOT SIDE OR PG&E SIDE FINISHED GRADE OR EXISTING GROUND rwNOTTO SCALE _,mim R/W tA 16' 12' � 6' 5' r 5' HAREA w AREA LANDSCAPE SLOPE MAY VARY FROM 2% MIN. TO 4:1 MAX. A NOT TO SCALE REVISIONS APPROVED BY: a, Ll Lo Z -MICT ul tl� ul t cn ■ 0 ucil 6 2- 0 iT- tu- Z b Ca rJ) Lu -jZ m cv)CL<W% r_zEuJRQ8 iLIli zw 01) �w "- ton uo- m ui tu _j ulmm ui Z 0 .0)(0c wC I 0 0 -040 0 <wo -�L-3:lc 0 a Nuil L(u) Uzi C6 ca Z 0 0 6 Z0c)wQU5 3: s5_ uj �i > 0 co U) z as co zui o d< C'4 W uj (D 0 cz) Z To 0z zv flQa uwl w o 0 05 cq Z ui Liu AwwTTt60i< z m J.- 1N 6 a 6 'wow F_ C%J (10 CLC) w woC3 w uu-- C) tV LL P� y lam` > M U- 0 0 cr 0 t g LU > >: w L L � � 6 !>� wea $ w -5 a. w w o WZ LIJ 8 go OWN m 00 0 0 U- 0 ly- CL M z z 0 F- (10 __j U) z 0 0 N 44 44 0 E r 0 LO tai OF 9 SHEETS v\ %b IL OF 9 SHEETS