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HomeMy WebLinkAbout5.4-12100 Record DrawingREVIEWED BY: TRAFFIC ENGINEER, CITY OF BAKERSFIELD REVIEWED BY: ____ -I'\/,---- s-->, 7/g/2o,� -7-1 zv/5 ASSISTANT PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD APPROVED BY: PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD NICOLAS G. FIDLER, R.C.E. 61069 DATE DATE -71,-)It5 DATE BENCHMARK USED: TOP OF CONCRETE MONUMENT IN A LAMPHOLE AT THE SOUTHEAST CORNER OF SECTION 13-30/26, BEING ABOUT 50—FEET SOUTH OF THE RAILROAD TRACK ALONG THE CENTERLINE OF BUENA VISTA ROAD. ELEVATION = 354.13 BASIS OF BEARINGS: THE BEARING OF N 00°57'45" E ALONG THE CENTERLINE OF BUENA VISTA ROAD AS SHOWN ON PARCEL MAP 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 COUNTY RECORDER, ALSO BEING A PORTION OF SECTION 13, 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 FARCEL MAP 12100 REVISIONS APPROVED BY;7 F w. PORTER, R.C.E. NO. 33448 DATE SHEET No. INDEX 01 TITLE SHEET JI L0,4-1 I IBJ L --N_= "C sTocICDALE 2,411 TR -6223 "1-7" TR -6001 r HIGH ® WHITE LANE 8'-6" STATION 86+45 — 95+50 a5 WHITE LANE 9'-6" STATION 95+50 — 105+50 O WINDERMERE STREET WALL STATION 94+40 — 105+55 70 CAMPUS PARK DRIVE LOT 1 PM No. ® PARCEL 4 PARCEL 5 LLA No. PARCEL 6 12-0351 11861 s P.M. 12100 v P.M. 12100 P.M. 12100 c L a PARCEL I PARCEL 2 PARCEL 3 - - 0 � P.M. 12100 A S LI ESTIMATED QUANTITIES FOR PLAN CHECK AND PARCEL 11 m �d� p� LOT 1 kTR-�61 NOT P.M. 12100 PROTECT No. LLA 17 13-0176 - ¢W-wwUzO>r z MUIRLANDS F� Q < 5 MFs'paa�L wag < APARCEL 10 M. 12100 PARCEL 7 17 -8 P.M. 12100 T 5 1I 1 W 0 0 pm Z p0 Q Z� rP m PARCEL 13 PARCEL 12 �, r Q � 8 P.M. 12100 I P.M. 12100 ��AGS 4 a Q, cn TR -6116 O y O W (n La 01- 1 w mpm(xV) UI_- PARCEL 9 Pq K P.M. 12100 DRIVE W Wm<xp W(n0 U w M REMAINDER OF a, < W cn PARCEL *A' r z' � w TR -5135 .8.� 12 OF P.M.W. 08-1182 p <s M m�25� W O� Z m J4-5,86 LL.pI- W VTPM 11838 w LOT LLA No. Zf-wQLLIZW CIOo w 12-0133 < XpJ O= -Z U(Z cf)_UOO_jQOU U W W < n VTPM 11838 0 M-5z0InL w W r LLJ p z } 0 m -N- LLJ WEST MING SPECIFIC PLAN AREA IY�-X << --0OU z0PZ 0_ <F- Fr v1cnZ ,p,_,O (^ v VICINITY MAP NO SCALE FARCEL MAP 12100 REVISIONS APPROVED BY;7 F w. PORTER, R.C.E. NO. 33448 DATE SHEET No. INDEX 01 TITLE SHEET 02 BLOCK WALL NOTES 2,411 BLOCK WALL DETAILS 03 TYPICAL STREET SECTIONS ® WHITE LANE 8'-6" STATION 86+45 — 95+50 a5 WHITE LANE 9'-6" STATION 95+50 — 105+50 O WINDERMERE STREET WALL STATION 94+40 — 105+55 70 CAMPUS PARK DRIVE c-� STATION 162+30 — 170+80 ® WINDERMERE STREET STATION 76+35 — 83+80 s SUMP "A" BL C WALL loa IGH L Q A E WAL LEGEND L SHEET INDEX NUMBER - - PROPO ED BLOCK WALL � P OPOSED PHA N W/NUMBS A S LI ESTIMATED QUANTITIES FOR PLAN CHECK AND z U < o dao=>�ovK INSPECTION FEE CALCULATIONS. NOT TO BE USED FOR BIDDING PURPOSES (EXCLUDES WALLS LISTED ON NOTE "A" ABOVE) 7'-0" WALL (-629 LF) 3,687 LF 7'-6" WALL (-1031 LF) 2,411 LF 8'-0" WALL 637 LF 8'-6" WALL 216 LF 9'-6" WALL 230 LF WALL TOTAL(S) 7,181 LF WHITE LANE LI '--T- I NI --� -� --L-- NNS - I -J _- I----ir- I - J-- 1_ TENTATIVE _-I 0/ FUTURE III � - 11 L I TRACT 7246 -7 F 0/ COMMERCIAL �� � INN N � \ i ► I i � I I /' � '' -A\ Ii t6' 1111 I TENTATIVE r TRACT 7254 _J L -A\\\ N 9� °a \ \ 1 I _J_. _ — \o � �- I- �1 � 1111 t �—�'1\ ,���—'' \\\\\ �'' � �� \\ \ 1 ► I I �� �>1 / /< /'`�\o` / FULLER APARTMENTS TENTATIVE 'TRACT 7246 K", �-A \ A FUTURE Xl / \.` \ COMMUNITY / /i;1 M"I '► ��\\\ CENTER ( /' �� �� �v / / / /� '� / N I i q ISUP 9 FUTURE � \ � \� \\�` TENTATIVE PARK SITE I I .. \, \`�? _� / \ � 1\l �� \ / \�\ �\ / TRACT 7247• �[ / � � � � � ♦ �' ti � / ��� �X / /7 1 ���/\TENTATIVE T 1 I 1 TRACT 7248 I I 6/K \ �M��/,'1 ZI 'TENTATIVE \ 1 ♦ TRACT 7288 N � / I \ \I l�� �c � T9 r�T`� , ll, ' // i�\T���� / //\� // /��\�\ �� \ // / \ �•►����R� �� BRACT 72g5I-It I _— I I I / T \�� /�/ BLOCK WALL NO TE �/�� / 0/ \/ 'TENTATIVE r Z / / �\ �// % /jam /' \ TRACT 7288 W 0 ALL BLOCK WALLS SHOWN SHALL BE UPRIVATELY MAINTAINED BY HOMEOWNER'S w x ASSOCIATION. Al uj Ld Lu W0 F_ ? UNDERGROUND SERVICE ALERT v OF SOUTHERN CALIFORNIA / / % ��� / \' > / �,� �•� �\ \ DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG PG&E SUB -STATION BAKERSFIELD MEMORY CARE \��\�\�`�' 'SUMP "B" / / �HOFFMANN KEY MAP -"- HOSPICE SCALE: 1'=200' _I z ® C> w V cr 3 W .L /. 0- `t C fr..a � 1►'7 i� U O p�U 10 w o w iy,Owr 000-4 u. W " M` tr Zvuaiw mZLLW wmwwww<-w 0 �i Oa F� wT<Z")0ww=� wwxwZw>mu)¢. M M i--Ow_OZ1Q0(i9 w w S a m z m cv -�J} (J) MWF-�<zcoyj§t<L W 10wxW CAU C7 ►-r=m�o:C�a= p QzrUr��Tj0LL p� 2 Q uj z Z U O W <30oW LOWO W w L— Oz X� U X Z ~ r te QO'0 ,i �OZmw 0 ,\ U < U tgWcrCL W W Zuj op z0 = C���OuaioQ�pA- ww}>wt9Zxv�fK M U r co Ow wwwwr(n c-� vS=<pc7��z w LLrxozwodm r a OU w. Q(rO i x U Q W f-<wri)F-0Z0a_ C6 W a Uw- w 0 uj 0< o a.z W awoz=CL tQ ZWz�0L U x W-< U< W L LLZzm3azZZC U- p r w LL e1 w W 0 > U Cy) N m w X Z< W w 0 a�xr0[Yg=x z OWc-on. - rr � _�av>�ww=zio U- z U < o dao=>�ovK 07 N N M v— No m gawodw=w0M w<aLLZ w °icU) ¢W-wwUzO>r 0CN �zea N MFs'paa�L wag U) W 0 0 pm Z p0 Q Z� 3: Z pWZ(n pJOZ O <Z(nZ<plil O W (n La 01- 1 w mpm(xV) UI_- W Wm<xp W(n0 U w LLI m ZO r U I- W= ---- <WZZUC)=1- WI- W �<<� O o0N� ZI-mI- Cif Ld W 0 — (n <a Z J o 12 WW QLd I- ck� ZW azmp0005 m�25� W O� Z m QLL. LL.pI- W o Um �.� Zf-wQLLIZW CIOo w W= Z W,~ �m�p�o�o < XpJ O= -Z U(Z cf)_UOO_jQOU U W W < n 0 M-5z0InL w W r LLJ p z } 0 m LLJ <<UQ<OLLIa ~ZV) IY�-X << --0OU z0PZ 0_ <F- Fr v1cnZ ,p,_,O (^ v �USZ0E- W ,,, w�zCOU500 aU Fn (nwWC0 wp� LLJ (nWper> =>-0Wx]iW0W F-m001-0OUcr_ _I z ® C> w V cr 3 W .L /. 0- `t C fr..a � 1►'7 i� 0 u. W " M` tr z 0 O F� M M z cv p Lu W C � L L— w 0 ,\ Q = Lu M U r co � c-� 2 a YJ LL Uw- � tQ nfll- L m Lel e1 L1.f Cy) N 6X N O U- z LuLij 07 N N M v— No m v L.� C� 0CN CL _I z ® C> w V cr 3 W .L /. 0- `t C fr..a � 1►'7 i� 0 u. W " M` tr M W 0 F� Ci c: L. a X W c, z cv Q�� aa w J Q = J � 2 ui YJ � Uw- nfll- tr fi LU U- v U) L1j W z 3: O 0 , � J w a C7 w m ---- W w w .) LU w L a w < _I z ® C> w V cr 3 W .L /. 0- `t C fr..a � 1►'7 i� 0 u. W " M` tr M W 0 F� Ci c: L. a X W c, z cv Q�� aa w J Q = J � 2 ui YJ � Uw- nfll- _I z ® C> w V cr 3 W .L /. 0- `t C fr..a � 1►'7 i� ou u. W " M` tr M W z, s_ F� Ci c: L. a X W c, Js _I z ® C> w V cr 3 W .L /. 0- `t C fr..a � 1►'7 i� wW ----- W DATE �USPA JOB Na. ui i SHEET - CITY RECORDS NO. t' car- 9 6/08/2015 13-2750H SHEETS 4 Js Z 2 J � fi v U) O 0 , � w a w - ---- wW ----- W DATE �USPA JOB Na. ui i SHEET - CITY RECORDS NO. t' car- 9 6/08/2015 13-2750H SHEETS GENERAL NOTES 1. ALL CONSTRUCTION SHALL CONFORM TO THIS PLAN, THE CALIFORNIA BUILDING CODE, LATEST w0m O� EDITION, AND STANDARDS PERTAINING THERETO, AND THE GEOTECHNICAL INVESTIGATION o m o PREPARED BY BY SOILS ENGINEERING, INC., SEI FILE No. 13-14568 DATED OCTOBER 14, 2013, O:! X 000 Z - SEI FILE No. 13-14358 DATED MARCH 27, 2014, AND SEI FILE No. 14-14892 DATED JUNE 1 00 x I 0- (D 24, 2014 AND ANY ADDENDA THERETO. THESE DOCUMENTS SHALL BE MADE A PART r O 1 HEREOF. 00 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, a- u -U) 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 w J w 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. aco 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 6 SECTION MAY BE NOTIFIED AT (661) 326-3049. w 1 u- cn 5. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING DIMENSIONS, DATA AND MEASUREMENTS AT 0 THE BUILDING SITE PRIOR TO CONSTRUCTION. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS 0 x O ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. PORTER & U ASSOCIATES, INC. MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND ,n :x o O CONDITIONS SHOWN BY THESE DRAWINGS. I i LL. �. 6. EXISTING UTILITY AND UNDERGROUND LINES HAVE BEEN SHOWN ON THIS PLAN ACCORDING TO O O �� AVAILABLE RECORDS. THE ENGINEER IS NOT RESPONSIBLE FOR POSSIBLE ERRORS OR U _> V 8- OMISSIONS. THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF THE LOCATION AND r O 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 EXPENSE AS DIRECTED BY THE ENGINEER AND APPROVED BY THE GOVER NG 0 T 2" BRICK CA LANDSCAPE LOT SIDE PL #4 CONT. @ 32" O.C. MAX RESIDENTIAL LOT SIDE CD LL - #4 CONT. TYP. _ 00 I co Q #4 c z Nt AUTH RI Y. z OMIT HEAD �T\ \ z � 8. IF A PROBLEM OR CONFLICT SHOULD ARISE DURING THE COURSE OF THE PROJECT, IT IS THE CTR. Q O RESPONSIBILITY OF THE OWNER OR THE CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIATELY JOINTS @ FG w PRIOR TO ANY FURTHER WORK._ 1 *FG r X2 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 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. 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 \ QJ O d a ° ALTERNATE ° a a LEGS -. ` Q r d_ d d g» 1 t -6t, J Ci 2'-3" * HIGH SIDE FG VARIES q 7'-0" OR 7'-6" WALL ^' MID-SECTION N.T.S. PL 2" BRICK CAP LANDSCAPE LOT SIDE Cn w cn o_x O 02 LO cLn X O 0:� u - O O � U r O J CID PL #4 CONT. @ 32" O.C. MAX RESIDENTIAL LOT SIDE C) LL. #4 CONT. TYP. > 00 Im 0 Q #4 @ * Z_ 12 z_zz OMIT HEAD --,,CTR. \T\�\\T\�\/ Q o JOINTS @ FG w 0:� 1�O *FG x o #4 CONT. TYP. - (3 TOTAL) 3" CLR. TYP. Q J �\ O cn ° ALTERNATE d LEGS o A -1 d. d ° d f 9-901-U * HIGH SIDE FG VARIES 7'-0" OR 7'-6" WALL ^' END -SECTION N.T.S. 2" BRICK CAP WALL NOTES #4 CONT. @ 32" O.C. 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 LANDSCAPE RESIDENTIAL COMPACTION TO TOP OF FOOTING OR FILLED WITH CONCRETE. LOT SIDE LOT SIDE 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 0 0 #4 CONT. TYP. THAT PORTION BELOW HIGHEST GRADE SIDE DOWN TO FOOTING. O 00 w 6. OMITTED HEAD JOINTS SHALL SERVE AS WEEP HOLES. HEAD JOINTS SHALL BE OMITTED AT A w m ^00 o m SPACING OF 16 INCHES ON CENTER. DO NOT WATERPROOF OVER OMITTED HEAD JOINTS. m 7. FOR BLOCK WALLS THAT SERVE AS SCREEN FENCES, PROVIDE VERTICAL EXPANSION JOINTS 0 z WITH 3/8" -MAX. GAP AT 48 FOOT INTERVALS ALONG THE ENTIRE LENGTH OF THE CONCRETE U = MASONRY BLOCK WALL. CONTINUE REINFORCEMENT THROUGH THE GAP.I x #4 @ 32"O. C. 8. THE HEIGHT OF BLOCK WALLS THAT SERVE AS SCREEN FENCES SHALL BE 6'-0�r MIN. r MEASURED FROM THE HIGHEST ADJACENT GROUND. 9. MASONRY BLOCK WALL PATTERN SHALL BE RUNNING BOND (COMMON BOND), UNLESS co I OTHERWISE NOTED. 0 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. *FG MORTAR FILLET WATERPROOFING SPECIFICATIONS cTR. #5 @ 32" O.C. 1. WATERPROOF SURFACE WITH 1/4" -THICK ASPHALTIC WATERPROOF COATING OR APPROVED F - EQUAL AS PER CITY STANDARD L-8. z WATERPROOF z :D U) (0 0 SURFACE TO FG w (/) _x -I i Cr 0 STRUCTURAL NOTES D `x N FILTER FABRIC x J GENERAL NOTES °0 1 CUBIC FT OF Vo 1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE SECTIONS to 11 OMI GRAVEL PER OF THE CALIFORNIA BUILDING CODE, LATEST EDITION. m JOINTS @ FG FOOT OF WALL FOUNDATION NOTES *FG SEE NOTE 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. } d ° a d ALTERNATE ° 3. AGGREGATE: ASTM C-33. a LEGS N 4. WATER: CLEAN AND DRINKABLE. #4 CONT. TYP. ° ° ° a i -I 5. ADMIXTURES: ONLY AS APPROVED BY THE ENGINEER.(3 TOTAL} ° d..... -2 2. CONCRETE MIX DESIGN FOR FOOTINGS: II d j 1. CLASS 3 CONCRETE, 2500 PSI AT 28 DAYS. 3" CLR. 2. 505 505 LB OF CEMENT (MIN) PER CUBIC YARD. TYP NOTE: 3. 3/4" AGGREGATE (MAX). 1'-0" 1'-9" U INSTALL 4" DIA. PERFORATED 4. 5" SLUMP - MAXIMUM WATER/CEMENT RATIO: 0.50 (MAX). - PVC DRAIN PIPE ON RETAINING MASONRY NOTES 2'-gt, n SIDE OF WALL IN LOCATIONS 1. MATERIALS: 1. CONCRETE BLOCK MASONRY UNITS: ASTM C-90. SHOWN ON PLAN VIEW. 2. REINFORCING: ASTM A615, GRADE 60 DEFORMED BARS. * HIGH SIDE FG VARIES 3. ADMIXTURES: ONLY AS APPROVED BY THE ENGINEER. 2. MORTAR: 1. STRENGTH: TYPE S, 1900 PSI @ 28 DAYS. 9'-6" WALL 3. GROUT: 1. STRENGTH: 2000 PSI @ 28 DAYS. 2. CONCRETE BLOCK MASONRY UNITS SHALL BE DRY AND CLEAN BEFORE ^' MID-SECTION N.T.S. GROUTING OPERATION. PL 2" BRICK CA LANDSCAPE LOT SIDE CTR. -- #4 CONT. @ 32" O.C. MAX RESIDENTIAL LOT SIDE - #4 @ 32"0. C. -#4 CONT. TYP. #4 CON *FG 01 SLI( cn 0 o WA' w X-� SUF C)f� -coCTR. O � OMIT HEAD FIL w 0 co o JOINTS @ FG 1 C O m *FG GR) \ FOC d d ° P%L IL•t \IVl11 L. - #4 CONT. TYP. a d LEGS o zi I (3 TOTAL) _- IV. . 4d . 3" CLR. t9)- TYP, 9" a * HIGH SIDE FG VARIES 2,_6„ U NOTE: tn OMIT GRAVEL BACKFILL AND FILTER FABRIC FOR LESS THAN 2'-0" OF RETAINING. 8'-0" OR 8'-6" WALL MID-SECTION N.T.S. w V) Q J a- (311 EDGE OF FOOTING t------F----------�-------rt A IH H I I - =Q Iu 0 10) o w PILASTER 1-_ _ - 1_-1 _ m U J L-- - o- zJ - - m 1 co r N ow Cx LL- w E A EDGE OF FOOTING I F� i IA ..- - REVISION$ APPROVED Bi,(: �+ (4)8"x6"x16" BLOCKS MONUMENT WALL "FULL" PILASTER MID-SECTION N.T.S. W I- _J CL EDGE OF FOOTING 2" BRICK CAP LANDSCAPE LOT SIDE CTR. IL - #4 CONT. @ 32" O.C. MAX RESIDENTIAL LOT SIDE - #4 @ 24"O.C. -#4 CONT. TYP #4 CONT. *FG MORT ?SLIGH #4 @ 24" O.C. � _' 0 WATEf U) x -1 z SURF) rtf 10 CTR.---- 0-- Y - OMIT HEAD FILTEF U m U JOINTS @ FG 1 CUE It Li -o m + *FG GRAVE ' - FOOT d C CD #4 CONT. TYP. ° ° d d LEGS (3 TOTAL) _ ' 1 3" CLR.-- I-- TYP. 1'-0"�-2v-O"- 3'- 0" ~ * HIGH SIDE FG VARIES NOTE: OMIT GRAVEL BACKFILL AND FILTER FABRIC FOR LESS THAN 2'-0" OF RETAINING. 8'-0" OR 8'-6" WALL ^' END -SECTION N.T.s. ----r--- - - --�- I A I --- CL PILASTER - CUVC yr rvu I w4u FRED W. PORTER, R.C.E. NO. 33448 DATE (b xb x1b 13LUUK & ILLA, R.C.E. NO. 67008 DATE 6"x6"x12" BLOCK) MONUMENT WALL PILASTER ^' CORNER N.T.S. WALL CONSTRUCTION NOTES ❑A FOOTING REINFORCEMENT PER WALL DETAIL © SLUMP BLOCK PER WALL DETAIL © CONTINUOUS REBAR PER WALL DETAIL t------i-----4------A---------t I A G VERTICAL REBAR PER WALL DETAIL TB I OE BRICK VENEER (TYPE BY OTHERS) u Z a 0 #3 TIES @ 24" O.C. of __� I °0 0o w © (3) #4 REBAR EA. WAY @ PILASTER - - ,� -I cD � - - - - - - - - - - - - 40 -X OH #4 VERTICAL REBAR (6 TOTAL) 11 I E _ 0 EDGE OF FOOTING 0 #4 VERTICAL REBAR (4 TOTAL) OJ (1) #4 REBAR @ FOOTING BUMP OUT I J 1. REFER TO LANDSCAPE ARCHITECT'S PLANS FOR BRICK COLOR, PATTERN, MANUFACTURER, GROUT ETC. 9" 3 2'-0„ 9" 2. REFER TO LANDSCAPE ARCHITECT'S PLANS FOR BLOCK COLDR, ( )8"x6"x16" BLOCKS PATTERN, MANUFACTURER, GROUT ETC. 3. EFER TOTYPICAL WALL "FALSE" PILASTER WALL TREATMENTDSCAPE NOT SHOWN ARCHON C HESET'SLPLANS. MONUMENT rte+ N.T.S. �Ow'cavo wOco LL f 1 - 000-1 `.J _ tnZW O cnm=Z'waI0 M wcoazZOWmow co iz Lu � .A �O FLLO�� )6:j- (J,11 1 Z 1110 wow U c"=, N 0 W 'Fu c� Z�w��>szz �0w� 009wsw"z <Z cnwYwU�UQmp i L.L 253. aiQo j O�a U) Y W w} O6 U Z 2 to Z m �wQw�ww1-cn0 Q �' N N <►-=ozw5oomw LU ..: co W LL�Z-(y'tAi-JLu q) � oo�¢�wWZ3¢ Z NO Lu gct iUaOOwrUp `6 Lou wz � M o0UJLu 0 �0<cr < Lu LuZ0=OZ L� CN�Co v O dz ZkZZm 0.Vo >aQu' wv59q r w��=z¢WwQ� p1 0 Jw}oLLTgw= IJP Q�OwU04-�� x o cZ7c=nwx�zaQ�o �. Z Q V> o W w W H8 50-ow� ��pwoWw=wom Q pwwu»!D O}cwAI'C�m�m 1 w m (� OZZ WwVOWZ to}tn Y � U 0� m m co X to 2 co O w0m O� �0 I c o m o M O:! 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NO. 33448 DATE (b xb x1b 13LUUK & ILLA, R.C.E. NO. 67008 DATE 6"x6"x12" BLOCK) MONUMENT WALL PILASTER ^' CORNER N.T.S. WALL CONSTRUCTION NOTES ❑A FOOTING REINFORCEMENT PER WALL DETAIL © SLUMP BLOCK PER WALL DETAIL © CONTINUOUS REBAR PER WALL DETAIL t------i-----4------A---------t I A G VERTICAL REBAR PER WALL DETAIL TB I OE BRICK VENEER (TYPE BY OTHERS) u Z a 0 #3 TIES @ 24" O.C. of __� I °0 0o w © (3) #4 REBAR EA. WAY @ PILASTER - - ,� -I cD � - - - - - - - - - - - - 40 -X OH #4 VERTICAL REBAR (6 TOTAL) 11 I E _ 0 EDGE OF FOOTING 0 #4 VERTICAL REBAR (4 TOTAL) OJ (1) #4 REBAR @ FOOTING BUMP OUT I J 1. REFER TO LANDSCAPE ARCHITECT'S PLANS FOR BRICK COLOR, PATTERN, MANUFACTURER, GROUT ETC. 9" 3 2'-0„ 9" 2. REFER TO LANDSCAPE ARCHITECT'S PLANS FOR BLOCK COLDR, ( )8"x6"x16" BLOCKS PATTERN, MANUFACTURER, GROUT ETC. 3. EFER TOTYPICAL WALL "FALSE" PILASTER WALL TREATMENTDSCAPE NOT SHOWN ARCHON C HESET'SLPLANS. 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FOR CONCRETE SPECIFICATIONS, JOINTS, ETC.) F5_1 PROPOSED LANDSCAPE AREA (SEE LANDSCAPE PLANS -BY OTHERS). © PROPOSED BLOCK WALL. F7 4' WIDE DECOMPOSED GRANITE PATH ® 6"x6" CONCRETE MOW CURB 09 PROPOSED 6" CURB NO GUTTER SIMILAR C.O.B. STD. DWG. ST -1. 10 5.5' WIDE COMBINATION SIDEWALK PER C.O.B. STD. DWG. ST -3 FINISHED PAD TYPICAL STREET SECTIONS NOTE: SIDEWALK AND MULTI—PURPOSE TRAIL MAY MEANDER WITHIN RIGHT—OF—WAY PER WEST MING SPECIFIC PLAN (TYPICAL ALL SECTIONS) NOTE: ALL LANDSCAPING SHALL BE PRIVATELY MAINTAINED THROUGH HOMEOWNER'S ASSOCIATION FEES ST CL R/W FUTUR PARK SITE "NO PARKING ALLOWED" CAMPUS PARK DRIVE — WINDERMERE STREET (SHEET 7) "PARKING ALLOWED" SEE PARKWAY TYPE "B" DETAIL 3 PER "WMSP" EXHIBIT 4-11.3 �A� WMSP COLLECTOR STREET NOT TO SCALE U) J F- J 0 ST o J R/W CL R/W Q "PARKING ALLOWED" WINDERMERE STREET (SHEET 8) PER "WMSP" EXHIBIT SIMILAR 4-11.3 (PARKING ON TRAIL SIDE) n WMSP COLLECTOR STREET NOT TO SCALE ST CL "NO PARKING ALLOWED" SEE PARKWAY TYPE "A" DETAIL3 R/W "NO PARKING ALLOWED"H WINDERMERE STREET (SHEET 6) "NO PARKING ALLOWED" G SEE PARKWAY TYPE B DETAIL WMSP COLLECTOR STREET SEE PARKWAY TYPE A DETAIL n+ NOT TO SCALE LOT SIDE mO� OO z �w �Q Z_ Q cow R 2' 2 _! 1 F ____� 1 FINISHED PAD _% f r1 -l -I L --- J *= LANDSCAPE AREA SHALL BE 4:1 MAX. **= RETAINING WALL (WHERE OCCURS) 7245 7245 NOTE: S IRGG 1 IV or_ f VVLIVL 1 nnmiY IP111VGV V) J F - ;o ST o -' CL R/W o VARIES L S LOT*** 55' TO 60' WIDTH VARIES WHITE LANE SHEETS 4 & 5) PER "WMSP EXHIBIT 4-5 WMSP ARTERIAL STREET rte+ NOT TO SCALE R/W STREET SIDE T' i 37' 12' L S LOT 5' 4' 8' 8' WIDE 0 0 ® LANDSC=O E AREA x M Lo I z PARKWAY TYPE "B" DETAIL NOT TO SCALE w z 3 O J Li U 4. 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Lu C 4 1 � a <' W cn u _e W 10 LL � J ci m I c�� W W w l O _ \ W >� cn > LIJ L W O ¢ LL_ a o n DATE 6/08/2015 PA JOB No. 13-2750H E SHEET 0 0 n / 0 Ln N / OF 9 SHEETS 4. w L1 T V? Lu C 4 z a <' v � u _e �, IY1 LL c�� z W C �y O _ W >� rt DATE 6/08/2015 PA JOB No. 13-2750H E SHEET 0 0 n / 0 Ln N / OF 9 SHEETS NOTES: 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. 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PORTER, R.C.E.O. &A48 . DATE 7�j P -a g _- -� - Y I -/ � DAl IEL PADILL , R.C.E. NO. 67008 DATE H J J Lo co + n m CD 1 L o� O J h Q L Z CD + LJ 0') V) e2 85.9± L.F. O 0 h LLJ O Z O J L U Cn ::E O 0 O + U) rn FUTURE TRACT 7246 (BY SEPARATE PLANS) -N- HORIZONTAL: 1"=50' VERTICAL: 1"=5' 367.......... ---95----------96-- W ....................................... — — — — — — — — ............367 LL V� F- LY o!4 Lu 00 W C Lo z W l ui W �--- D TOW=365.80 > ^ Lu . . . . . . W a . TOW=363.63 . . .3 . . . . . . . . . . . . . . . . r - � -- LL a F 0 TOW= 364.46. . . . . . . . . . . . . . . . TOWS 363.96 .TOW= 364.46 . . . . . . . . . . . . -- - – – �=4 Lrd REVISIONS APPROVED BY: � A FRED W. PORTER, R.C.E.O. &A48 . DATE 7�j P -a g _- -� - Y I -/ � DAl IEL PADILL , R.C.E. NO. 67008 DATE H J J Lo co + n m CD 1 L o� O J h Q L Z CD + LJ 0') V) e2 85.9± L.F. O 0 h LLJ O Z O J L U Cn ::E O 0 O + U) rn FUTURE TRACT 7246 (BY SEPARATE PLANS) -N- HORIZONTAL: 1"=50' VERTICAL: 1"=5' 367.......... 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NOTE: SEE STREET PLANS AND GRADING PLAN FOR FL AND FG ELEVATIONS-TYP ALL SHEETS. LEGEND - = 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 105+82.46 W ------ 95 ---------96--------- 97 -----------98----------99----- -- 100 --------- 10'----------102--------- 103 ---------104 ---------105-- S89'19'48 E —------------- - — — — -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - — — — — — — — — — — — — — — — — — — — — — — — — — — PROPOSED MEDIAN WDO-10 W' Lo Ln 87'12'11 55 — — — — (LINE OF SIGHT -- 0 C C C C c u u c 362:...:...... W.. . _ W c W. 357:--------------- ..- - -:- -.:..- PHASE 1 WHITE LANE S DMUT L.r. 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FUTURE TRACT 7246 O J O --- ,_._T. _. . --------- y�_ ___-�T�-------- --__ - ...... - --.- T,— - -�— _- ---------- --- - -- C> , TOF=356.30 (BY SEPARATE PLANS) L(i CD W JQ_ J U uj O n + + + O + CD N LO O Z Q < Q 0 C C C C c u u c 362:...:...... W.. . _ W c W. 357:--------------- ..- - -:- -.:..- PHASE 1 WHITE LANE S EKY= FRED W. PORTER. 1RC'E 33448 EXP -N- HORIZONTAL: 1"=50' VERTICAL: 1"=5' Ja.Ux L.r. DMUT L.r. SU/./t L.F. 185.31' LIJ .Z J of �J1-J Of zzlw-w>-'0 w < aaz0Lz`0, I w ( w Elf i w J F- `�9 s� _J W cn d- Q I+L1 cn m Q N f Q cn Q 00co Z3 C.0oza~cai�z~~c 1. 4 mca zzw6TT2 —91r O )� OZ_ +a_ Z O O Z O O O Oq`d CD --J a� ICDV o --i L..l 0 CV Z OZ_ O— O I OF- I O O 60' r-aa- r -W r-0- r— r -a_ rW r� 3' 22' 8' r� r CO O N N N cn N LIVERPOOL WAY V) r7 CD 00 CD O O W m C, N O O O O O�t Z M Z O Z c0 (BY SEPARATE PLANS) 0 O r7 N 00 0 �- O JO `L N Q O C0 r` J 01 r-< + + EW + U + O< rn m m o 0 0 �;� o o C) TOW= 5.80- TO =3 4.$ . . . . . ................. TOW=364.30. . . . . . . . . . . . . . . . . . . . . . . . . . MW . . . . . . . . TOW=363.80. NW d'W ,0 oQ CDLn CD Oa Lf) U' CD RECORD DRAWING .i0 _ . cnI EKY= FRED W. PORTER. 1RC'E 33448 EXP -N- HORIZONTAL: 1"=50' VERTICAL: 1"=5' Ja.Ux L.r. DMUT L.r. SU/./t L.F. Itiy.5 L.F. LIJ .Z J of �J1-J Of zzlw-w>-'0 L� aaz0Lz`0, �a L0 f-fO- F-� W F- J F- U O F^ 04 W W M L.L } p! U Q00US)= �Z Z3 C.0oza~cai�z~~c ¢LYO�L�30z}Lwi tl1 N X w mca zzw6TT2 —91r O )� OZ_ O O— Z O O Z O O O Oq`d O O c D ����xv~�� L..l 0 CV Z OZ_ O— O Z_ O� OF- O O O �- r-aa- r -W r-0- r— r -a_ rW r� r— r� r CO O N N N cn N r7 V) r7 CD 00 CD O O W m C, N O O O O O�t Z M Z O Z c0 c0 Z It O r7 N 00 OQ cn OQ r7 -q-Z (0 a- Q� `L N Q O C0 r` 0+0 01 + + + EW + U + a) rn m m o 0 0 CD o o C) TOW= 5.80- TO =3 4.$ . . . . . ................. TOW=364.30. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . TOW=363.80. . TOW=363.30 .i0 _ . cnI I �j ---- - ----- 00. ---------- -`--------- °° . co FlMSIiED �RAD� PROFILE' ao . FINISHED G�2AbE P�tOI ILI (STREET SIDE) (7245 PAD SIDE) ^ . . . . . . . . . . . . . . . . . . . . cO. . . . -L� . . . . . --- ,_._T. _. . --------- y�_ ___-�T�-------- --__ - ...... - --.- T,— - -�— _- ---------- --- - -- -- TOF=356.30 U oaLL �o worn rRED W. PORTER, R.C.E. NO.33448 m J ZWmwW cw ')< W z 00 zzlw-w>-'0 L� aaz0Lz`0, �a L0 irczi� W-0>-xnQ P� U) (6 O (2 -0�Z--j'w 6 7 Z W w 00 O Q=) U F (' w z L �wL=- w==LL <= O F^ 04 0-O1.m=2 x, W M z)-U�-050LL g¢�S6wv0=�ww� } p! U Q00US)= �Z Z3 C.0oza~cai�z~~c ¢LYO�L�30z}Lwi tl1 N X w mca zzw6TT2 —91r Q � w LL LLLL` Z cOnz� W-O6W°W wW? >OV Zxcnm owzan`n�wIz� �-° 04 x C" LLL r- o 0 0 3 Q Z o a �x W w O p�ZCLJ3, �sz> W Z N ����xv~�� L..l 0 CV Z w -x w LL a, O z Q z CR �zx OazaF-w>Omx � M `LJ W `_ r- LL N/ v=�w�zwQp�` LL L- zmiLQ -w CSO ���/ za-, vzowL-ww�LZu M<<uUs@wmt LJ. 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NO. 67008 DATE ...........367 ............362 ............357 -------_---_:--------.---T--------------- ��� .-----..-- — — — -: _.------------��.--.— r--:-----.--.--_---TOF_355.8Q------. 352 ........ :.................................................... ............. ................�.N.P.....:....................................................................................352 DESIGN FLOM-I E OnLE 95+00 96+00 97+00 98+00 99+00 100+00 101+00 102+00 103+00 104+00 105+00 106+00 BLOCK WALL PROFILE (SOUTH SIDE) �1. w v�S C d � q Q V � \, INN � LLA 4 LL u, � LLLL` 2 J uJ � �• C" LLL W } lb + \ p W L w U) LL w > w LL a 0 a a DATE 6/08/2015 PA JOB No. 13-2750H SHEET 0 a E i 0 L0 OF 9 SHEETS w v�S C d � q Q V N u, uJ � �• m ui o ol !\J Lu a DATE 6/08/2015 PA JOB No. 13-2750H SHEET 0 a E i 0 L0 OF 9 SHEETS NOTES: 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. LGND N = THIS SHEET AP = ANGLE POINT BC = BEGIN CURVE CL = CENTERLINE CONC = CONCRETE CONST = CONSTRUCTION EC = END CURVE CT(_ r nr)TlKlf_ 362'. ................ 357 _ ...:...:.. :... _.-- . .... ..................... TOW=363.63 CURVE TABLE ..................................... TOW= -363.63 mpg w o c� J U W R/W = RIGHT OF WAY CURVE RADIUS LENGTH DELTA _TANGENT wOLLL0- z o L w '•'•' z LL � - o r TOF = TOP OF FOOTING Cl 2416.00' 325.74' 07'43'30" 163.12; W m Z c> ii CTR = CENTER C2 3573.92 329.24 05'16 42 164.74 o ? LL o W=zaz�owm�� . . . . . . . . . . . . . . . . . ---- --- ---- - . . . . . . . . . . . --- - - - rn � TOW =TOP OF WALL C3 2286.00 23.72 00'35'41 11.86 a c = w z > U) .. . . . . . . . . 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N0. 6700$ O+U N O O_ O o 20' 70' \ ( m w O(n � O� a=�wl=-zwao' � O w o(n CO w O V �� RESIDENTIAL 1 5EF SHEE-rIQA "' 6 64° Q w r7w n0 adoCo °~¢uuii�W 0 \ j O c -v O L6 FUTURE 00 PLANS) o ow cg O z 0- O psi 00 Zcnz N< N< O o �W>>a�cOi�zo� (Z i -O r- 2' po Q r<i Q g1( SEPARATE co wmOf WN +w M 0 MW _ 367 . . . . . c? J C�. . . . O . . . � O 1Z . . . . . . . . . Q�oroom O . . . . . . + . . . . . . . -F O n- +�'1 n :f- cA r`w r `-4 Q O J O oa po< '`¢ �a O O I Lo ori N . 00 = +, c) ¢O>- Z Q U W= 0 0 (+ N Oi r` W +U.) OJ ^� � 3: _j .--C BOJ �J �iJ �J 3J : co . . p >Q JOin M - . . . . O V) . . . . . . . . . N w N O O . . . . . ro O NW O+iN C) J U U rn� �o U V U U U U . . . . . .+e,. . d O O : E1LL, 0 W =-zw wol Wap�wj�mP5 , o� o+oc�n �¢ �� � - - N w rn ¢ a U S 267.90' - I >}w-,zwoV5g�n m �~ J ® j o Q�OwUa> rnG rn TOW=363.96 _. TON=363.96. . . . . . . . . . . . . . . . . . . . . . . . . TOW=363.46 . . . . . . . . . TOW -364.46 TOW=363.96. TOW=363.46 TOWL363.96 . . . . . . 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OWING { TERV RCE 33448 EXP. ...................367 ---- - ---i . 362 : w.... ...................................... w 1 Ln - - :357 - ._....� . . . . . . . . . . . . . . . . . . . . . . . . . . . DATE �1 C j V 0 v/ �' Lo w o c� J C)o W Li _J L_ C)o < w L o- - W 0 - a !J ' = � W FINISHED GRADE PROFILE "� w LL : J O a Fp- Q a W a c> ii - - -- - -•--- - _ - - _ - -. -----------(NATURAL J (LOT SIDE -TOS OF SLOPE) DESIGN FLOWLINE PROFILE . W W - _ s - - - - - 352. .. . . . . . . . . ----------=--=--- . . . . . . . . . . . . . . . -e-- -- .GROUND) �- - ---.-._f----- --e � - - ... 352 95+00 96+00 97+00 98+00 99+00 100+00 101+00 102+00 103+00 104+00 105+00 106+00 2 2 BLOCK WALL PROFILE (WEST SIDE) r�1107+00 73.2± L.F. 392.9± L.F. e e 2 2 REVISIONS APPROVED BY: • •�n J 1-,-Q • •N J • J �, N - a 350.0± L.F. 125.0± L.F. 125.0± L.F. 58.7± L.F. 30± L.F. oQo'�Q o O r7 o'�a b 0o __j J - c� J 1- J tom' 1- 1- J 1- J ��0 J J +- �, J 1-- J J 1- J J 1 J J 1 J W J J I`REU WW PORTER s - R.C.E. NO. 33448 +z o+coo+ m O+z M �a ?i ��- �a �,� aQ a�a or¢ o -Q �a �a - CA w - C7) d- 0_ cfl O cA �J 1- �J J to a �J O O Z O Z O- O O Z O O O O Z ©� O O N O F co CD Z O O O O Z O O O J Oj F- C) (n � � � ��i O w N p� (n d- Ln a gyp- � w Lo 0- J � J L0 Q � L0 n_ BOO � D_ � O0 � L0 0- d 0 (o d (fl a_ tt Q � d co 3 co D IEL PADILLA, R.C.E. N0. 6700$ co F -: w z O 0- \ \ ( m w O(n � O� w ON � O w o(n �-- w w CD CD�CD w O V w mac) w OV) w r7w n0 � w Z+ U Q� w \ j O L6 O o O 0 O z 0- O psi 00 Zcnz N< N< O o - dZ rri Q O i -O r- 2' po Q r<i Q J`-- - 367 . . . . . c? J C�. . . . O . . . � O 1Z . . . . . . . . . N . . . . . O . . . . . . + . . . . . . . -F O n- +�'1 n :f- L() (o +. �+ O . Lo ori N . 00 = +, Q. : co . . . . . . . . . . . . . . . . . . C) . . . . O V) . . . . . . . . . N w N O O . . . . . ro O . .+. . . r7 O . . . . . . . . O . . . . . .+e,. . d O O : TOW=363.96 _. TON=363.96. . . . . . . . . . . . . . . . . . . . . . . . . TOW=363.46 . . . . . . . . . TOW -364.46 TOW=363.96. 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TOF=355.96 ........................................................................------..................................................................... ------ -----------------............................................... -- _�-----=-------------.-- DESIGN FLOWLINE PROFILE--\_---------------- -- -- -----=--=--'--=-----------.--.--o-----=---------=--.- -� --� -- .e - ------.-----e---. 352 . 95+00 96+00 97+00 98+00 99+00 100+00 101+00 102+00 103+00 104+00 105+00 106+00 107+00 BLOCK WALL PROFILE (EAST SIDE) DATE �1 C j V 0 v/ �' Lo w o c� J C)o W Li _J L_ C)o < w L W 0 - a !J ' = � W m w LL : J O a Fp- Q a W a DATE 6/08/2015 ~= PA JOB No. 13-2750H SHEET L s1. u) r - CJ. OF 9 SHEETS C j V 0 v/ �' Lo w o c� J C)o W Li _J L_ C)o < N Z wg W 0 - Z N � c - Ll cy) .j c> ii Ju') QC/) J uj W W DATE 6/08/2015 ~= PA JOB No. 13-2750H SHEET L s1. u) r - CJ. OF 9 SHEETS C j V v/ �' 0 w o c� J W Li _J L_ 00 < N Z wg W 0 - Z c - Ll c> ii DATE 6/08/2015 ~= PA JOB No. 13-2750H SHEET L s1. u) r - CJ. OF 9 SHEETS v Q N Z wg ii o uj DATE 6/08/2015 ~= PA JOB No. 13-2750H SHEET L s1. u) r - CJ. OF 9 SHEETS NOTES: 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. FUTURE TR Cer SEPgRq ACT 7245 PLA/VS) ?so — _ s� FU TURE T �e r SEPgRRACT 7288 rE PzgNs) LEG -END N = 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 PARK SQUARE DRIVE �1 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 / FUTURE TRACT 7245 (BY SEPARATE PLAN ) I I I I I i I I II I� 1 I I 1� _ PROPOSED MEDIAN 164 ----- 165 ----� 166 ���,----- � ��O J o w O - SQUAR DR/ VE E Q :�I 3:d OZ O ® O+U (0 Nm +J �J I +a co +w a,W Q� I w �w I w o� C-4 LLJ N + I ca Q +¢ I +a +¢ in I �Q J p OON �� n� pOj Ln Q O U O PAR K ��O J o w O - SQUAR DR/ VE E Q :�I 3:d OZ O �� to O+U (0 Nm +J �J C7 :zQcs a) N + F- d �� J m + (0 J CD m ca Q W (J) F -W 00 808.57'29'53'20" J �N Q N h F_ d LLJu Lq Z Q + 365 .............................. PGEN� P V\\ 1�Ok13 06/ -167- 8� •g6 ++' o �w Ln CL w OC I + Q oi �I FUTURE TRACT 7288 (BY SEPARATE PLANS) 2j PHASE w Q 1 J 1 CL 1 U ' W �cppj J cn ti a V v CAMPUS PARK DRIVE 2 2 114.11 L.F. 698.7± L.F. ��O J o w O - CURVE _ J J J �� �O� 00� N~ OZ O �� to O+U (0 Nm +J �J O- Q OZ OZ OZ OTU �� p 0 0 a- 0 - h U c0 cC) cD W tD cp �� M-J �w -� �z W (J) F -W 00 808.57'29'53'20" J p OON �� n� pOj C� Q O U O O O N C14+ Q + + + + + (n Z x (� Wwr>dUZxtn� C wT<a wzv 2 O - O CO CCS CO r- .- J J Q W O0 J no J 00 + < hF, 3:: 0 r- Q w I fl:J -J a 4 CURVE RADIUS O DELTA TANGENT Cl 1628.64' Z cfl a- 6- C2 0 w co p 228.82' C3 1550.00' O O ~ O O� 808.57'29'53'20" to p � � � C4 N O cn Q1 + + 0 N co 0-) P/1 LL `/J N CO �p (n Z x (� J J Q W O0 J no J 00 + < hF, 3:: 0 r- Q w �V P 4 1 `N;J\\9\Nr- -N HORIZONTAL: 1"=50' VERTICAL: 1"=5' CURVE TABLE 4 CURVE RADIUS LENGTH DELTA TANGENT Cl 1628.64' 276.15' 09'42'54° 138.41' C2 1616.00' 454.63' 16'07'08° 228.82' C3 1550.00' 54.05' 01'59'53° 27.03' C4 1550.00' 808.57'29'53'20" croM.zwUv_)cwn0 ¢00.Xmak99Q 413.71' �V P 4 1 `N;J\\9\Nr- -N HORIZONTAL: 1"=50' VERTICAL: 1"=5' h Cl 2 e 54.9± L.F. 4 REVISIONS APPROVED BY: J �- J c. ^�.�F I N `` o FRED W. PORTER, R. .E. NO. 33448 00 O+ U W �t z cp + p N Ww Z T�i gw~ tz w� d cw5Fx--�Frxi���LL�F W M �w~Z�0u- h Cl ,,c) DAWELL PADILL.A, R.C.E. NO. 6 0 01 + co + 0 O+ h h ..�. M M . . . . . . . . . . . . . . . . . . : TOW=362.46 10.W=,562:95 : TOW=361.46 -TOW= 36'1.96. . . . . . . . . . . . . . . . . TOW=360.96 360 :...:...:...:. : ... •..... ...:...:...:...:...:...:...:...:...:...:...:360 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . io p iv o i� I h .FINISHED Gf�ADE 'PRO . . . . . . . . . . . . . . . . . FILE E -D GRADE PR A 355. FINIS STREET SIDE)0 - - -- - - - -- j - - - - • - - - - - . . - _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ _ - - _ - _ - (TOP OF 9ERM) - - - _ - - - - -- TOF=355.96 -� --- -- - - TOF 546• . . . . . . . . . 55 _ 96 - 5 -------------�---- ---s35 46 _ TOF=353.96 3 -------------------- .---- F 353 TQF- 4.46 FINISHED GRADE PROFILE DESIGN FLOWLINE PROFILE : 350 .............................. (LOT SIDE -TOE OF SLOP . . . . . . . . . . . . . . . E) (PAD ELEVA116N) . . . . . . . . . . . . . . 350 162 +00 163+00 164+00 165+00 166+00167+00 168+00 169+00 170+00 171+00 172+00 173+00 BLOCK WALL PROFILE (SOUTH SIDE) Lnn\ VA U 0 X o wocn �O W m p J UaZ W auwa W Lu W W (n Q li �-- O W w°w°xzi�x> p� Oi +-LLzaz ..�. M M pw w=az�=Zww�,, mw ,,rrte� 0) � O z0 rn u-VJ HowK4pJ U 3:; f 1 1 � E ■ t` gw~ tz w� d cw5Fx--�Frxi���LL�F W M �w~Z�0u- \ > U �- w c0 croM.zwUv_)cwn0 ¢00.Xmak99Q � � � C4 -=z Z. UwZ F'n o cn Q1 QW pot <zw 0 N viTwTWvi-imz0 0?oowOME W P/1 LL `/J N rnz�J o-� o !!w �_- (n Z x (� Wwr>dUZxtn� C wT<a wzv 2 LL ii co N a-=nz0�0om a�¢wWzt , LV ...: Cfl 0 M -'o z� O W p w! 9 O> a W ZLLJ Z O Qw�wwFx�pUa (� (V ZOwWw a0za. Z �M W W OaZaF �Qcn� r OLLJ zw~ao<o� N� VZOWFwwOW Y QgQs > U z 1.�. O } 04 0 . �W�`tHU,L)Za x Q n ��� oww�Wz e- - Q J O U O a n F- M. Co7t=i�tw 0>JO � zZF�,ii O w w n- cn Q n <mWoJwwv?o§m w w U O w Z '� w} v) x x�'X x O w Z= �roa►-U��¢:z DATE �46 DATE C) V / NNW= W z C%q > J Q J Q Q 0. VJ L.L co 0 C� 2 o < 00 U 3 W _J L� 0 z a 0 Z < z < J d I r� U I O N � _ V1 W C < Z i o � � N 'SIq 7 az U) en < z O a` a cn Q -3 w <� a_ DATE 6/08/2015 PA JOB No. 13-2750H SHEET 0 1-1 a 0 N OF 9 SHEETS Pb w < \ W Li ,�. 4 o w W = W w Lu !!w �_- w LL w a n o a C) V / NNW= W z C%q > J Q J Q Q 0. VJ L.L co 0 C� 2 o < 00 U 3 W _J L� 0 z a 0 Z < z < J d I r� U I O N � _ V1 W C < Z i o � � N 'SIq 7 az U) en < z O a` a cn Q -3 w <� a_ DATE 6/08/2015 PA JOB No. 13-2750H SHEET 0 1-1 a 0 N OF 9 SHEETS Pb NOTES: L_ ALL STATIONS AND OFFSETS ARE TO BACK OF WALL " = THIS SHEET (LOT SIDE) ALONG LANDSCAPE EASEMENT UNLESS AP = ANGLE POINT OTHERWISE NOTED. BC = BEGIN CURVE ALL PROFILE STATIONING IS BASED ON CENTERLINE CL = CENTERLINE DATA UNLESS OTHERWISE NOTED. CONC = CONCRETE (n ++ ml CONST = CONSTRUCTION STEP IN WALL TO OCCUR AT PILASTER. EC = END CURVE J FTG = FOOTING NOTE: SEE STREET PLANS AND GRADING PLAN FOR (0 00 GB = GRADE BREAK FL AND FG ELEVATIONS-TYP ALL SHEETS. v LS = LANDSCAPE +� FG = FINISHED GRADE 0. N 00 CA Lo C+O 4rn Ci o 1_�J O to + (D r- 77+14.78 WINDERMERE � (SOUTH) `I L 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 78+77.1 F r ----- 2 34.8± L.F. JOC30bc) Q O�.O�O < WN0.M + Z + o�j + m U W Cn 367 ........................ ........I..I..I.-1 � M -79 ---------80--- ----------------- m C FUTURE PARK SITE (BY SEPARATE PLANS) PROPOSED MEDIAN ' N o +- --------------------- --------- 4M-------4M o } N h J 71 \ 203.99 J 9�. ��'� 105.03' Hw I- -8 IC) N ?� O O N CD N r- O N (n ++ ml Q / I+Q n W J FUTURE TRACT 7288 NJM� LnZCDJ (0 00 Z r- DD i 191U �\ v U + +� O 00 r- FUTURE PARK SITE (BY SEPARATE PLANS) PROPOSED MEDIAN ' N o +- --------------------- --------- 4M-------4M o } N h J B \ 203.99 J 9�. ��'� 105.03' Hw I- -8 IC) N ?� O O N CD N r- O Cy4 r --i Ln Q ccoo(00 o o�D00a �NJ �- n W J FUTURE TRACT 7288 NJM� LnZCDJ (0 00 Z r- DD � I-Cj �\ or�°�m r-�Q Q 00�W RASE 5 + +� O 00 r- o0 J W r 3�: Z W FUTURE PARK SITE (BY SEPARATE PLANS) PROPOSED MEDIAN ' N o +- --------------------- --------- 4M-------4M o } N h Q J� B \ 203.99 J 9�. ��'� 105.03' Hw I- -8 IC) N ?� O O co d- p J J J Cy4 r --i Ln Q ccoo(00 o o�D00a �NJ �- 3 U \ U 3 U 1 U FUTURE TRACT 7288 NJM� LnZCDJ (BY SEPARATE PLANS) cY ?i _ �. � I-Cj Q J� B B J 2 of< -8 IC) N ?� O O 0 p J 00 p J N O J 00 O J L17 U ti) Q CD r --i Ln Q ccoo(00 o o�D00a �NJ �- C'a- 0OJ a ¢�0. + + __r - z o 00 3:: NJM� LnZCDJ r, LL_ cY ?i _ �. � I-Cj Z OF-: or�°�m r-�Q Q 00�W RASE 5 00000ui mm000 WINDERMERE STREET 2 J� B B J 2 of< -8 64± L.F. OfQ 60.2± L.F. 44.6± L.F. 281.7± L.F. 45± L.F. cjO 60606 O O O 06 O —N J �r J�� J J J - J �t�Q 0.1�Q0.od< O -1 (fl W ') J I.0 0_ of'i<trj>'• �� J J �NQ O� c �I~� W _J J d J J 0.'m 0.Q0.Q LUL-U_Lc)lU_-U__ r, LL_ cY ?i _ �. � I-Cj Z OF-: p �+ `�} `�+ + k3 rl- +0 F- CD+ p0+ Z N0 - O'+ U + J 00 Z_ LD O Z b o 00 O O r p I� Jr J r- J J J J J N r- d O r- Z r� 00 C7 W U')00 Q lC) L17 tC) Q Ln 0- CO Z co W -� -i a a J a _.-1 Q �i �i'?i• �3: moi' J a §E3:�- r` r` r� W �J W �J �-J m cD �- r= J 3;: a W F- U d Ln W r- N Ln � Uo W -1 W r`) Z O r CD Ln n cD LC) 00 Ca m Lrj O O O CD t7 O C� Z O W W W W 1 H (n W F- LO Q r� Tj Lr7 r n J Q 00 C7 N U W N Cy) u Q Ln Q Ln 03 N re) (n N (/) N w (n 00 LLd 0+0 00 00 Q U p O + U N N r r r- r 00 00 00 00 00 00 CURVE TABLE CURVE RADIUS LENGTH DELTA TANGENT C1 945.00' 145.01' 08'47'32" 72.65' C2 945.00' 137.75' 08'21'07° 69.00' WINDERMERE STREET SEE SHEET 5 I � L I � L � — - - —� -- r- 81 85+53.58 WINDERMERE �\ (SOUTH) \ I H \ / < I a ' J U I IlJ 1 I I — I OJT !7,� O CAMPUS PARK DRIVE Q SEE SHEET 8&10 r- J 0 00 /1�. + U +D n Z r7 Z �/ 00000W HORIZONTAL: 1"=50' VERTICAL: 1"=5' 2 132.3± L.F. F J� J J J J of< �Q OfQ aQ a. V\� ui LL C%4 CD O� O� d 00 Z_0 F�: O Z OF-: r p I W W LD � Inw L) mW fl ��a c, o W Ln -Y 00C 7 O V) U d ` r`) Z O Z Lrj ,� a o6 o a o 00 00 001 001 00 . . . . . . . . . . . . . . . .I . . I . .I . .1 . . r . . . . . . . . . . .TOW=363.30. . . . - . • - �' '�'� I I 'TOW=363.33 .. . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . 362. TOW=361.40.E ................TOW=360:90 ... ........... ..... ....... .... ..................................... C) o - 0 1 i I CO o 0 . . . . . . . . . . . . . . . . . . . . . . I ^ r.. . . . . . . . . . . . . . . t`. . . . . . . . I . . r� . o � .{ - � � .- FINISHED -GRADE ROFILE FINISHED GRADE PROFILE � � - - . r (STREET SIDE) -(TOP OF 13ERft�) FINISHED GRADE PROFILE' c> •r FINISHED GRADE PROFILE. 357. `� I i� _� ---- .-- ---- --- -- ---. -. .-. -- (TOP OF BERM r - TOFr356.9Q FINISHED GRADE PROFILE TOF=356.80 - - - - - - _ . {`.:TREET SIDE) TO -356.40. TOF=356.30 TDF=356,30 I FINISHED GRADE PROFILE FINISHED GRADE PROFILE' (LOT SIDE -TOE OF SLOPE OF=355.80 (LOT SIDE -TOP OF SLOPE) TOF=355.90 :(STREET SIDE) .(PAD ELEVATION) ___�______T�- -�---: ---:---.----.----.----: . . . +_ __ -------- -- T - _- TOF= 905.40 _---_T_---- -------------- - - ---- - -, r--. . . . . . . . . . . . . . . . . . . . . . . TDF=354. jl---.---o-----, ---- --� TOF=354.40---=--a~=--'--_o -- ----- _---�•-�----:T-.----- TOF=353.90---•--------- ----- - FINISHED GRADE PROFILE - --------------o----.--•` _ _ —_, 352 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . T0F=3 .' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .LOT SIDE -TOE OF SLOPE) . . . . . . . . . . . . . . . . 53 40 FINISHED GRADE PROFILE DESIGN F10Wi1NE PROFILE 75+00 76+00 77+00 78+00 (LOT SLOPE) •+ (PAD ELEVATION)79+00 (PAD'ELF`/AT10N) - 8 0 79 00 80+00 81+00 82+00 83+00 84+00 85+00 86+00 EAST BLOCK WALL PROFILE 0 0 CT z 0 n. c, n I c rr � U I c O n r U, l q' REVISIONS APPROVED BY: %' c FRED W. PORTER, R.C.E. NO. 33448 DAVE IILLA, R.C.E. NO. 67008 c \a u z q M c c c E c r i F/� n w i- 4 a. V\� ui LL \ ,. O W Lu A � J m I W W o Lu � � u- W LLI x U fl ��a F/� n '7 Z _► M , ft�L-1� t Zen j ul L� Z LLI F/� NOTES: 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. LEGEND — = 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 T �\ 3Q� —� FUTURE TRACT 7248 V / '7 (BY SEPARATE PLANS) V,`���// �� \ Az --—— — — — — —-- -----------------_— WOODLAWN WAY_ _� �/ \ _ _ _ _ _FUTURE STREETT� _SOO'57'41"w — — — — -- �� �r— --------------PROFILE "A„=T== __ ��___ �-�� '—�y� \\\ S00'57'41 "W 310.85' w _ u s ,o C ----------- — — — —— -- �---- ---� \3`�2oR�Fj moo, _ Q < Q Q + T. C14 Cl i./ J I ^ (�I Z cO �v r�, CURVE TABLE --- �� CURVE RADIUS LENGTH DELTA TANGENT C1 530.00' 4.00' 00'25'57" 2.00' C2 530.00' 15.33' 01'39'27" 7.67' C3 25.00' 8.69' 19'55'11" 4.39' C4 92.00' 1 72.77' 45'19'14" 38.41' T �\ 3Q� —� FUTURE TRACT 7248 V / '7 (BY SEPARATE PLANS) V,`���// �� \ Az --—— — — — — —-- -----------------_— WOODLAWN WAY_ _� �/ \ _ _ _ _ _FUTURE STREETT� _SOO'57'41"w — — — — -- �� �r— --------------PROFILE "A„=T== __ ��___ �-�� '—�y� \\\ S00'57'41 "W 310.85' w _ u s ,o C ----------- — — — —— -- �---- ---� \3`�2oR�Fj moo, _ Q < Q Q + T. C14 Cl i./ J I ^ (�I Z cO �v r�, L.r. 3U�Lf --- �� `0 J 12 L/S � I- tarn <_— I— _ U - I l — Lu ni M LLI aC-0I� > U I 65 ZE z . — — Z p � yj � 3 8 Z m w p"1 U) 43 Q �i `0 ZZ�o WZ,6mZo 6c 00 C.9, Ld 5%000 FnZ W d' W TLtJ wcu� pV Tc�I Q......................................... Q < N _j I p zo4a�w0�> zwoww,T0a-oa v aW8<wr-wz r M TOW=362.1.0 a . . . . . . . . . . . . . . . .TOW=361.60 . . . . . . . . . . . . . . . 4Km§azz + a¢ 0 . zW60 W W Q �rn I� o S w= W r - O � a O fn r O �. 0 W� T :(PG&E SUB -STATION SIDE) --- --. --- - ---.— - — — —------------ ----- TO - = 3 4.60 FINISHED GRADE PROFILE (SUMP SIDE) - PROFILE "D" I— }-9 LuW� 00 m c-. V)I — — — — — — — — -- — — — — — — — — — — — — — — — — — — —LL- W '� `L------------------------------- - cL o S00'57'41 "W 452.78' PROFILE "D” ¢ PG&E SUB—STATION (NOT A PART) cc w cr O � M M Q� 0) C14 / o40.ro `t / / / �G7� O� ---- --------- ---- --------- � QHKAD ��nllpHA�F`3 T■�z—T-- HORIZONTAL: 1"=50' VERTICAL: 1"=5' 2 2 2D B 30± 2 B z � B 4± L.F. e e e 30±L.F. 1 42.5± L.F. 1 63.2± L.F. 30±L.F. 1 L.F. 346.8± L.F. 30±L.F. I 30±L.F. 50±L.F. 30±L.F. ID L7 CD r*F- J '� p J p J p J ltl J Q Q Vim- Imo- J CC <f- J Q J Z � - - �h00 3 M tr 3 r 1 — +— �J Z- O+ O + + .- Q — O d — .- Q Z M CL IL 3- 33 367....... N � v3 v v ........................................... .. .367 .po...� CN .. ... ................ Q N _. J. J + v r°° . 0 % ° U . r - - z �+ W J J Q. Q.... .. .... .. z. .Q ........................ 362.....: . . TOW=361:60 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _. . . . .TOW=3fi1..76 362 NOME: GATES SHALL BE �. .=f . -j - 357 I - DESIGN -ED BY OTHERS . z i i� 357 FINISHED GRADE PROFILE . :� :Q . . . . . . . . . . . . . . . . . . . . . . . . . . o . . . . . . . . . . . . . . . . . . . . . . . . . . . .� . . . . . . . . . . . . . . . . . . . . . . . . FINI FILE FINIS PROFILE . SHED GRADE PRO _ .� HED GRADE PROF . _ ----- (STREET SIDE (SUMP SIDE) TOF=354.10. - ---- -- == -—=_---- �� ��— --- - ----- ----_ _ — --- _ -- - -- — — — — ---- � TOF=354:26 TOF=353:60 y — — T T TOF=353.76 " TOF=353.26 TOF=353.�2Fz " " 352:...:-. .....................352 PROFILE . ......... �ROFaLE A - - - - -PROFILE . B .......... . 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 22 BLOCK WALL PROFILE e u c 367 .............. 362 ................................: 357.. . 352 .................................. 10+00 11+00 JUT L.r. L.r. 3U�Lf w O W m p h r `0 J 12 L/S d? to AREA Z_.E _ —_ o >- N=O. www — Lu ni M 0- pZoZ aC-0I� > U 65 ZE z . — — Z p � yj � 3 8 Z m w p"1 U) 43 Q �i `0 ZZ�o WZ,6mZo 6c 00 C.9, � L_ LL � 5%000 FnZ W d' W TLtJ wcu� pV Tc�I Q......................................... ..................Q.... < N J W W W� QJ p zo4a�w0�> zwoww,T0a-oa v aW8<wr-wz r M TOW=362.1.0 a . . . . . . . . . . . . . . . .TOW=361.60 . . . . . . . . . . . . . . . 4Km§azz pL Ozw a¢ 0 . zW60 N r' b Pt r EXISTING GRADE PROFILE o S w= W r - O � a O fn r O �. 0 W� T :(PG&E SUB -STATION SIDE) --- --. --- - ---.— - — — —------------ ----- TO - = 3 4.60 FINISHED GRADE PROFILE (SUMP SIDE) - PROFILE "D" 12+00 13+00 14+00 15+00 BLOCK WALL PROFILE J t ----- ..........367 :.............................1......362 ...:.......:...:...:...:...:357 .................................. . ..................................... 16+00 17+00 18+00 352 R MP BOTTOM A TYPICAL SECTION lll�+ NOT TO SCALE R/W 1s' 12' 5' S' ** - LANDSCAPE SLOPE MAY VARY FROM 2% MIN. TO 4:1 MAX. — 6' `) w O W m p h r L/S 12 L/S d? to AREA Z_.E AREA —_ o >- N=O. www — Lu ni M 0- pZoZ W LL W oaUO w 0 cn `) w O W m p h r tnm=zwwQr=p }o wJ�oua _� cy) M IL Z ~zz O d? to "oLL �_oz-,.6v wxzw:O�a:=5w`nomu Z_.E Ww�Ztl —_ o >- N=O. www — Lu ni M 0- pZoZ aC-0I� > U 5 3? (o 65 ZE z . — — Z p � yj � 3 8 Z m w p"1 U) 43 Q �i `0 ZZ�o WZ,6mZo 6c 00 C.9, � L_ LL � 5%000 FnZ W d' W TLtJ wcu� pV Tc�I �c � Z se pw¢wN�w~ Zu < N LULL~9aoado� W W W� QJ p zo4a�w0�> zwoww,T0a-oa 0 r- aW8<wr-wz r M NW82��wd0"_ CD 4Km§azz pL Ozw a¢ 0 . zW60 N r' �� o� ;cwno� �� ozoLL Q 0� Pt (n=wo -; wow Z tl L o S w= W r - O � a O fn r O �. 0 W� T � co � 0 =3 Lij O w Q _ W 0 > tl S S D K T p ZQ w Z =� Hr -p, -VOir< m REVISIONS APPROVED BY. FRED W. PORTER, R.O.E. NO. T3448 DATE )A EL PADILLA, .0 .E. NO. 67008 DATE n I� 4 n 11 I; .�) Z G� u z o p K. Q z - a o DATE 6/08/2015 a- PA JOB No. 13-2750H a SHEET a c E z c Lr r OF 9 SHEETS w CL Lu A r O w z m `I r LuW� c-. � W W '� cL o a n I� 4 n 11 I; .�) Z G� u z o p K. Q z - a o DATE 6/08/2015 a- PA JOB No. 13-2750H a SHEET a c E z c Lr r OF 9 SHEETS