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5.4-12100 Ph 1 - 6 Record Drawing
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Y/Y ASO Q I_OS NNU_ U' xx u..� B WAmLL A V4 1 ? r5 Mawr NPoo.'�z z y 'y UJGU u Air IS w P U¢Im AlWU-v7.LL j�pUdp�0p4 �.X LuPARCEL MAt"ll Z1 uu" 3 J ��.�. oo � {7 fjj N iGUww rt O.z2 ang z NM r,xouTj _ LANE _. cyFcz�ic z¢wW WHITE r _'^r'^ •-.,�� �., '.✓-"..%`"- ® I w ® — ".O i �i d a r s w,® ®®j�jI` P 1 I \^ r t Y 2=QP I I \ I I I I I ¢2�rD 5�ezU 5 s`b`°P-talEJ' I Il II I 1 \ I I I I I h� 1Fr" 6o�w�x.Wo� � I w�8�zN� no w - - _ �I'l .-T %I II'(_ -I --T -- --.� l o�u -- - - T ��� /I / I+Y-!?COrVP1YR- _ r - _ -- -- -...�."�. ti..�....�a TENTATIVE /-/ FUTURE x TRACT 7246--�- L 1-- ,/ 'I zLL,u -�- - 1 ! 111191 \ 111111 iV I,11g1 �/ ! 7/ °/ COMMERCIAL j �z —¢ ,"0� z llZc(7W 11 ° I I ry 0 A I II I / i \ I I I I I I 8' owviwv`t w zLSOU �...!`-�_/ ti../�-✓V roc � �E w w �� _ / <sr` n �—r �rr� REVIEWED p 1 I A-V - ( T - T-> qL w H,. w z z W RE VIEWED LAY. � jl Ig® �I( TENTATIVE � �1 � �� �, vv �y � � wo ��dz�m� � � 1 �I llil TRACT 7254 w^Y. I ✓� i — %% �Zo r, 11 IIII''. 6 �_�V A �� �T -LL 1F -I 1--� ,� v �� 0 �I _ S �� vv v 2 t a .2 ovw� (' �z17 Lu TRAFFIC ENGINEER, CITY OF BAKERSFIELD DATE ql °IIII 1 \ 9 t a a w z K d .,llz \1C 31-°oma'-s�oa� ui i a ------------ - \��.v1�',� flwm REVIEWED BYRECORD AWSN®v,v- �- -�, /� v �wwowo° �,v —. r a /'� i'uAsss 2,3 4' c��- 1 I = I /�� i ' c� 1 t. A\ � ,.. � ''1 \ \ V � I / / � � '� •. 1'` � / / C ' � N _ � V' 1- � �V � , A � %� — � � :�.� .-z Yu✓ " � Q Z U O � U � pz ,t. t .�. ASSISTANT PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD DATE m z p- /\ \ W Cis ao}a�=jx o w F3Y� RF ED W. PORTER, RCE '33448 EXP. DArE � p , � �, � — � v j y _ v / � LLl APPROVED BY - �, v �r yy v, FULLER Z� woo �� "a' %� / / \ / J�`� \ �� / Z o Vim-,. F- D_ V T ( ° 1V IL 1 \ y � y / V / j`C / v,.v� APARTMENTS ¢ P rr m va z w t� =-•—/ ". . v,. v v. �0 V— 0 PUBLIC WORKS DIRECTOR, CITY OF NICOLAS G. FIDLER, R.C.E. 61069 '71o115 - 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 \\-- �', .YENTA FIVE / \ / �\ - D-�r ooini AL v� V\ �`e �V`•,A,TRACT 7246' i1 rv-`'��\i-- ✓-ter" v�� 1--, ' \\ `!�],� A // / / T`. .� � FIEV00NS APPROVED BY.' I , �/ \ n / \\\''�^\\\� /Ar\� jam_«.`/ //�. / i-\"1.. �l J / 'T\ a'1 45 _ - I `, -- - --- ---- - \ a�a\ FREDIII/. i'UFtt cF a.C.E. NO. 73T44-8- CAFE Ili I� `\• jv\ "FUTURE � /�l / ��,� ,;moi/ / < l'�� 1 ( r !/ /� i PIM I I I �w�V,n COMMUNITYII�IISUMP A - Jt 11El. i'AOlLL,A, N.G.Q. NO.67008 BATE \\' N, �� CENTER SHEET No. INDEX C17 TITLE SHEET v C2 BLOCK WALL NOTES '- BLOCK WALT_ DETAILS 30 TYPICAL STREET SECTIONS CD WHITE LANE STATION 86+45 - 95+50 05 WHITE LANE STATION 95+50 - 105+50 D WINDERMERE STREET STATION 94+40 - 105+55 C2) CAMPUS PARK DRIVE STATION 162+-30 - 170+80 0fr)M WINDERMERE STREET z STATION 76+35 83+80 ?i UIrIP"A" BLOOK WALL J --.Y-.,,.. LEC, LN 0 SHEET INDEX NUMBER PROPQSED EI Q(;I`- WALL y -v--, # -P-R6 POSED fi HAS NC\W1NUMBE �7_`' Y�TE -1 , L IS ESTIMATED QUANTITIES FOR PLAN CHECK AND INSPEC-(ION FEE CALCULATIONS. NOT TO BE USED FOR BIDDING PURPOSES (EXCLUDES WALLS LISTED ON NOTE "A" ABOVE) 7`-0" TR'1223 -1-7-lT.• 3,687 r !1 �N INJ / `°— C'� $TOCNOALE HIGH WALL (7-1031 LF) LJU LJL� o IOW SCH00. 637 LF 8'-6" WALL -- LF WHITE LANE 230 LF LOT 1 PM No... PARCEL 4 f� LLA No. PARCEL 5 1 PARCEL 6 I2-0351 11861 P 6 P.M. 12100 o P.M. 12100 , P.M. 12100 \\\ J PARGfl 1 PARCEL 2 PARCEL J P.M. 12100 P /'!A PARCEL 17 m ✓L09F-H 4LLATN.. P.M. 12100E PROJECT 13-0170 TR -4861 - - Z w{ 7qPARCEL .. MUIRLANOS SITE ¢ _y -n 7 r N "o PARCEL 10 - A P.M. 121W -�rvm 5FEE P.M. 12100 qy wF PARCE713PAR�CE( 12 \aVIII( P.M. 1P.M. 12100\�/Qo-i TTIt-6116 �7 I PARCEL 9�— ?- � 4 j� N P.M. 12100 DRIVE REMAINDER OF PARCEL "A" TR -5135 N Of P.M.W. 08-1182 oa�m, 01"T 1J1� �I4 WPM 11838 rc LOT 4 w LLA No. - TR 5188 i 12-01331—. Z VTPM 1838 ATE 108/2(Y5 PA JOB No. 13-27 01 SHEET r --- OF 9 SHEETS WEST MING SPECIFIC PLAN AREA VICINITY MAP NO SCALE \\-- �', .YENTA FIVE / \ / �\ - D-�r ooini AL v� V\ �`e �V`•,A,TRACT 7246' i1 rv-`'��\i-- ✓-ter" v�� 1--, ' \\ `!�],� A // / / T`. .� � FIEV00NS APPROVED BY.' I , �/ \ n / \\\''�^\\\� /Ar\� jam_«.`/ //�. / i-\"1.. �l J / 'T\ a'1 45 _ - I `, -- - --- ---- - \ a�a\ FREDIII/. i'UFtt cF a.C.E. NO. 73T44-8- CAFE Ili I� `\• jv\ "FUTURE � /�l / ��,� ,;moi/ / < l'�� 1 ( r !/ /� i PIM I I I �w�V,n COMMUNITYII�IISUMP A - Jt 11El. i'AOlLL,A, N.G.Q. NO.67008 BATE \\' N, �� CENTER SHEET No. INDEX C17 TITLE SHEET v C2 BLOCK WALL NOTES '- BLOCK WALT_ DETAILS 30 TYPICAL STREET SECTIONS CD WHITE LANE STATION 86+45 - 95+50 05 WHITE LANE STATION 95+50 - 105+50 D WINDERMERE STREET STATION 94+40 - 105+55 C2) CAMPUS PARK DRIVE STATION 162+-30 - 170+80 0fr)M WINDERMERE STREET z STATION 76+35 83+80 ?i UIrIP"A" BLOOK WALL J --.Y-.,,.. LEC, LN 0 SHEET INDEX NUMBER PROPQSED EI Q(;I`- WALL y -v--, # -P-R6 POSED fi HAS NC\W1NUMBE �7_`' Y�TE -1 , L IS ESTIMATED QUANTITIES FOR PLAN CHECK AND INSPEC-(ION 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 (7-1031 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 FUTUREy\�,4 0---w\ / \\y� / /TENTATIVE �` J.F/l i �� -- p \ \ \\ \ /TRACT 7247 / �y % T/ / \N\ ti / PARK SITE i 1. � 11'I.� / \ / \J��\ / � / Ty` 'r=T�/ � _l._.•,II11 1 I I 9/.• ��E�ii✓' ✓ \'�c '^'�. / T � / / :. � :fit/ / 1%,/,/ �- � � ._/ / 'll�;�� I I SUBSTATION Q. /✓o`"%�/✓ $ �J \-.(� // T`� / /�, y, \�\�� rhi„5r0, �+,, / �.{\,f / //'.../'.(RACY 7248 I r //✓;�_-� yf' / \�� / �'�����`"•� l?? � / 5 ` -1! y t / ^ a / / v vv" ,.1, 2KS ,✓- - � "N�S.Is• T't � _/ �/. /i Si`4 \ / �'\..., \a.� i /\ / �\ / 'TENTATIVE/ � �` / - 'l. n 1... �1 / 1 1�w -, �- Y/ / /� / TRACT 7288 L(7 f l i\`"\• �`.\/ / \ / / \ / / �. �f •�j �Rr ..:-�< ( / TRhCT r r -f II III /A/ %� .� ��?, L 72d T / Cc J,/// II Al ` BLOCK WALL NOTE / T� '' / "/./ / 'TENTATIVE I �, w o ALL BLOCK WALLS SHOWN SHALL BE / /~�N- \\ TRACT 7288 w ASSOCIATION. / b o D UNDERGROUND SERMCE ALERT - � ..v / / \ /� v /'T:� y -- BAKERSFIELD V�� 0 i 3 OF SOUTHERN CALIFORNIA / T v / v v / /� F,TI` ,* MEMORY CARE ,� �I � a / /�� � �•� // �\ -���% UMP "B"111 � g LL a r _1 � I KEY MAP P -N /��-� HOFFMANN HOSPICE "1 j o SCALE: 1'=200' uI �rr RRR CITY RECORDS 'NO. DIAL TOIL FREE 1-800-227-260 AT LEAS f TWO DAYS BEFORE YOU DIC CL CL LIJ C, W J Juo �7 �3 ?- � 4 vu N Q, >ul 1J1� �I4 ATE 108/2(Y5 PA JOB No. 13-27 01 SHEET r --- OF 9 SHEETS GENERAL. NOTES ui UJ 1. ALL CONSTRUCTION SHALL CONFORM TO THIS PLAN, THE CALIFORNIA BUILDING CODE, LATEST MORTAR. FILLET CTR, 12, EDITION, AND STANDARDS PERTAINING THERETO, AND THE GEOTECHNICAL INVESTIGATION t r O W Z z V a 6 W PREPARED BY BY SOILS ENGINEERING, INC., SEI FILE No. 13-14558 DATED OCTOBER 14, 2013, 1 #4 CONT. TYP. SEI FILE No. 13-14358 DATED MARCH 27, 2014, AND SEI FILE No. 14-14892 DATED JUNE 0 #5 0 32" O.C. 24, 2014 AND ANY ADDENDA THERETO. MESE DOCUMENTS SHALL BE MADE A PART �o 0 HEREOF. WATERPROOF 2. ALL CONSTRUCTION WITHIN THE CITY RIGHT-OF-WAY OR CITY EASEMENTS SHALL BE IN w0 O ACCORDANCE WITH CITY OF BAKERSFIELD STANDARDS AND STATE OF CALIFORNIA, f\ m � CTR.- DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS DATED 2010. THESE SURFACE TO FG - Q STANDARDS, DRAWINGS AND DETAILS SHALL BE CONSIDERED A PART OF THESE PLANS AND o 13. THE CONTRACTOR SHALL OBTAIN A COPY FOR HIS USE. x I Oio � 3. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL NECESSARY PERMITS BEFORE START OF O 1O v CONSTRUCTION. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF r7 x - 0 0 BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK TO BE PERFORMED IN THE V) x o 14. EXISTING, ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY AN IMPROVEMENT y o y z AGREEMENT, APPROVED INSURANCE AND SECURITY BASED ON AN APPROVED ENGINEER'S W ESTIMATE FOR THE WORK PERFORMED WITHIN THE STREET. RIGHT-OF-WAY SHALL BE POSTED OMI 15. PRIOR TO ISSUANCE OF A PERMIT. r, GRAVEL PER 4, 24 HOUR NOTICE PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY ^ 16. CONSTRUCTION INSPECTION SECTION SHALL BE GIVEN AT LEAST 24 HOURS NOTICE. THE `!" JOINTS @ FG SECTION MAY 8E NOTIFIED AT (661) 326-3049. N w WALL NOTES - 1. 5. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING DIMENSIONS, DATA AND MEASUREMENTS AT w m BEARING SOIL SHALT_ BE COMPACTED TO 90% OF MAXIMUM DRY DENSITY AS DETERMINED BY THE BUILDING SITE PRIOR TO CONSTRUCTION. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS O x o ASTM D-1557 TO A DEPTH OF 12 INCHES BELOW BOTTOM OF FOOTING, ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. PORTER & 0 m EXCAVATED AREAS WIDER THAN WIDTH OF FOOTING SHALL BE RECOMPACTED TO 90% RELATIVE ASSOCIATES, INC. MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND COMPACTION TO TOP OF FOOTING OR FILLED WITH CONCRETE. m FOR ALL BLOCK WALLS WIFFIN THE CITY RIGHT-OF-WAY OR EASEMENTS, THE CONTRACTOR CONDITIONS SHOWN BY THESE DRAWINGS. -I WILL BE RESPONSIBLE FOR COMPACTION TESTS. THE NUMBER AND LOCATION OF TESTS TO BE z�w� po�pt 6. EXISTING UTILITY AND UNDERGROUND LINES HAVE BEEN SHOWN ON THIS PLAN ACCORDING TO 00 WATERPROOF SURFACE IN ACCORDANCE WITH WATERPROOFING SPECIFICATIONS. COAT ONLY AVAILABLE RECORDS. THE ENGINEER IS NOT RESPONSIBLE FOR POSSIBLE ERRORS OR v THAT PORTION BELOW HIGHEST GRADE SIDE DOWN TO FOOTING. OMISSIONS. THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF THE LOCATION AND `- O OMITTED HEAD JOINTS SHALL SERVE AS WEEP HOLES. HEAD JOINTS SHALL BE OMITTED AT A 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 THEENGINEER AND APPROVE BY THE GOVERNING AUTHORITY. D 8, IF A PROBLEM OR CONFLICT SHOULD ARISE DURING THE COURSE OF THE PROJECT, IT IS THE RESPONSIBILITY OF THE OWNER OR THE CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIATELY PRIOR TO ANY FURTHER WORK. 9. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, TOOLS, EQUIPMENT AND SUPERVISION NECESSARY FOR A COMPLETE AND FUNCTIONAL PRODUCT. - 10. ALL WORK WHICH IS DEFECTIVE IN ITS CONSTRUCTION OR DEFICIENT IN ANY OF THE PL. 2" BRICK LANDSCAPE LOT SIDE #4 CONT. 32" O.C. MAX RESIDENTIAL LOT SIDE O CONT. TYP. - > 00 o Q z #4 © 32" O.C. `FG i CTR. d i. OMIT HEAD V, z 0 o JOINTS ®FG a�w � 1 *FG x -20 ALTERNATE - _� -a V LEGS J 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 0 FICIAL IN WRITI G AS TO THE CHANGE OF WATERPROOFING SPECIFICATIONS 1. WATERPROOF SURFACE WITH 1/4" -THICK ASPHALTIC WATERPROOF COATING OR .APPROVED EQUAL AS PER CITY STANDARD L-8. STRQQTURAL NOTES GENERAL. NOTES L ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE SECTIONS OF THE CALIFORNIA BUILDING CODE, LATEST EDITION. FOUNDATION NATES 1. FOR ALLOWABLE SOIL BEARING VALUES REFER TO THE SOILS REPORT AS PROVIDED. CONCRETE NOTES 1. MATERIALS: 1. REINFORCING: ASTM A615, GRADE 60 DEFORMED BARS, 2. CEMENT: PORTLAND CEMENT, TYPE II, ASTM C-150. 3. AGGREGATE: ASTM C-33. 4. WATER: CLEAN AND DRINKABLE. 5. ADMIXTURES: ONLY AS APPROVED BY THE ENGINEER. 2. CONCRETE MIX DESIGN FOR FOOTINGS: 1. CLASS 3 CONCRETE, 2500 PSI AT 28 DAYS. 2. 505 LB OF CEMENT (MIN) PER CUBIC YARD. 3 3/4" AGGREGATE (MAX). 4. 5' SLUMP - MAXIMUM WATER/CEMENT 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 0 28 DAYS. 3. GROUT: 1. STRENGTH: 2000 PSI O 28 DAYS. 2. CONCRETE BLOCK MASONRY UNITS SHALL BE DRY AND CLEAN BEFORE GROUTING OPERATION. * HIGH SIDE FG VARIES A 7°-0" OR 7'-6" WALL ^ MID-SECTION N.T.S. PL 2" BRICK #4 CONT. CW 32" O.C. LANDSCAPE RESIDENTIAL LOT SIDE LLJ LOT SIDE 2" BRICK LANDSCAPE LOT SIDE #4 CONT. 32" O.C. MAX RESIDENTIAL LOT SIDE I _ O rn -#4 CONT. TYP. w - > - m O x O ¢ Z x 7F � I v #4 @ 24" O.C. 00 7 V 0 m -FC OMIT HEAD---,, z - JOINTS ® FG CTR. o 1 *FG x o - m -ALTERNATE - #4 CONT. TYP. -� ° - I LEGS 1 1 (3 TOTAL) -7-7 3" CUR.-® ^--- TYP. -�-1'_0••x..-.._i'-g'•_� � } * I41CH SIDE FG VARIES 7'-0" OR 7'-6" WALL END -SECTION N.T.S. -#4 CONT. TYP. w � CTR. 10 a #4 @ 32"O.C. m F N ui UJ LL o ENGINEER IN RESPONSIBLE CHARGE. MORTAR. FILLET CTR, 12, THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR t r O W Z z V a 6 W JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; INCLUDING 1 #4 CONT. TYP. EROSION, SEDIMENTATION & DUST CONTROL PLAN AND STORM WATER POLLUTION PREVENTION 0 #5 0 32" O.C. PLAN IMPLEMENTATION AND THE SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS �o 0 REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING WATERPROOF z D HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND w0 O THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION f\ m � CTR.- WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM SURFACE TO FG - Q THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. o 13. IF THE CONTRACTOR IS IN DOUBT AS TO THE MEANING OF ANY PART OF THE DRAWINGS AND x I Oio � o SPECIFICATIONS OR FINDS DISCREPANCIES IN OR OMISSIONS FROM THE DRAWINGS, HE SHALL O 1O v SUBMIT A WRITTEN REQUEST FOR AN INTERPRETATION OR A CORRECTION THEREOF, PRIOR TO r7 x - 0 0 FILING HIS BID PRICE FOR THE PROJECT. V) x o 14. PORTER & ASSOCIATES, INC. WILL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED y o y z CHANGES TO OR USES OF THESE PLANS. ANY AND ALL CHANGES TO THESE PLANS MUST BE W APPROVED IN WRITING BY PORTER & ASSOCIATES, INC. OMI 15. NORMAL STAKING AND MARKING OF THE PROJECT WILL BE SUPPLIED ONLY ONCE. ALL r, GRAVEL PER mowm�� K 4JF y>F a RESTAKING OR REMARKING SHALL BE AT THE EXPENSE OF THE CONTRACTOR. 16. FOR OTHER IMPROVEMENTS NOT SHOWN, REFER TO GRADING PLAN, STREET PLANS, SEWER & `!" JOINTS @ FG STORM DRAIN. PLANS, WATER PLANS AND DRY UTILITY PLANS FOR THIS MAP. ;- FOOT OF WALL WALL NOTES - 1. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING AND GRADING ALONG THE WALL LINE. 2. BEARING SOIL SHALT_ BE COMPACTED TO 90% OF MAXIMUM DRY DENSITY AS DETERMINED BY Ew�� z.N$�LL57.moo 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 - 32" O.C. MAX COMPACTION TO TOP OF FOOTING OR FILLED WITH CONCRETE. 4. FOR ALL BLOCK WALLS WIFFIN THE CITY RIGHT-OF-WAY OR EASEMENTS, THE CONTRACTOR r? WILL BE RESPONSIBLE FOR COMPACTION TESTS. THE NUMBER AND LOCATION OF TESTS TO BE z�w� po�pt DETERMINED BY THE CITY ENGINEER. > 5. WATERPROOF SURFACE IN ACCORDANCE WITH WATERPROOFING SPECIFICATIONS. COAT ONLY i� U THAT PORTION BELOW HIGHEST GRADE SIDE DOWN TO FOOTING. O 0 6. OMITTED HEAD JOINTS SHALL SERVE AS WEEP HOLES. HEAD JOINTS SHALL BE OMITTED AT A w m #4 CONT. TYP. SPACING OF 16 INCHES ON CENTER. DO NOT WATERPROOF OVER OMITTED HEAD JOINTS. RESIDENTIAL�aoo (3 TOTAL) 1. FOR BLOCK WALLS THAT SERVE AS SCREEN FENCES, PROVIDE VERTICAL EXPANSION JOINTS o LOT SIDE X_ <woo�Ng<m� WITH 3/8" -MAX: GAP AT 48 FOOT INTERVALS ALONG THE ENTIRE LENGTH OF THE CONCRETE 0 3" OLD. -'- MASONRY BLOCK WALL. CONTINUE REINFORCEMENT THROUGH THE GAP. M _x 8. THE HEIGHT OF BLOCK WALLS THAT SERVE AS SCREEN FENCES SHALL BE 6'-0" MIN. TYP. . NOTE: MEASURED FROM THE HIGHEST ADJACENT GROUND. N. 9. MASONRY BLOCK WALL PATTERN SHALL BE RUNNING BOND (COMMON BOND), UNLESS ---"-9"-o- d y INSTALL. 4" DIA. OTHERWISE NOTED. a/✓ 10. ALL REDAR OVERLAPPING SHALL BE 24 INCHES, UNLESS OTHERWISE NOTED. ON RETAINING 11. ALL REBAR ADJACENT TO SOIL SHALL HAVE 3 INCH MIN. CONCRETE COVER. SIDE OF 12 GROUT ALL CELLS CONTAINING REPAIR, TYPICAL. WATERPROOFING SPECIFICATIONS 1. WATERPROOF SURFACE WITH 1/4" -THICK ASPHALTIC WATERPROOF COATING OR .APPROVED EQUAL AS PER CITY STANDARD L-8. STRQQTURAL NOTES GENERAL. NOTES L ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE SECTIONS OF THE CALIFORNIA BUILDING CODE, LATEST EDITION. FOUNDATION NATES 1. FOR ALLOWABLE SOIL BEARING VALUES REFER TO THE SOILS REPORT AS PROVIDED. CONCRETE NOTES 1. MATERIALS: 1. REINFORCING: ASTM A615, GRADE 60 DEFORMED BARS, 2. CEMENT: PORTLAND CEMENT, TYPE II, ASTM C-150. 3. AGGREGATE: ASTM C-33. 4. WATER: CLEAN AND DRINKABLE. 5. ADMIXTURES: ONLY AS APPROVED BY THE ENGINEER. 2. CONCRETE MIX DESIGN FOR FOOTINGS: 1. CLASS 3 CONCRETE, 2500 PSI AT 28 DAYS. 2. 505 LB OF CEMENT (MIN) PER CUBIC YARD. 3 3/4" AGGREGATE (MAX). 4. 5' SLUMP - MAXIMUM WATER/CEMENT 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 0 28 DAYS. 3. GROUT: 1. STRENGTH: 2000 PSI O 28 DAYS. 2. CONCRETE BLOCK MASONRY UNITS SHALL BE DRY AND CLEAN BEFORE GROUTING OPERATION. * HIGH SIDE FG VARIES A 7°-0" OR 7'-6" WALL ^ MID-SECTION N.T.S. PL 2" BRICK #4 CONT. CW 32" O.C. LANDSCAPE RESIDENTIAL LOT SIDE LLJ LOT SIDE 2" BRICK LANDSCAPE LOT SIDE #4 CONT. 32" O.C. MAX RESIDENTIAL LOT SIDE I _ O rn -#4 CONT. TYP. w - > - m O x O ¢ Z x 7F � I v #4 @ 24" O.C. 00 7 V 0 m -FC OMIT HEAD---,, z - JOINTS ® FG CTR. o 1 *FG x o - m -ALTERNATE - #4 CONT. TYP. -� ° - I LEGS 1 1 (3 TOTAL) -7-7 3" CUR.-® ^--- TYP. -�-1'_0••x..-.._i'-g'•_� � } * I41CH SIDE FG VARIES 7'-0" OR 7'-6" WALL END -SECTION N.T.S. -#4 CONT. TYP. w � CTR. 10 a #4 @ 32"O.C. m PILASTER EDGE OF IJP 2" BRICK CAP I ui UJ LL o 1DQ MORTAR. FILLET CTR, ((�. m _ t r O W Z z V a 6 W 0 1 #4 CONT. TYP. 0 0 0 #5 0 32" O.C. I �o 0 z WATERPROOF z D a w0 O m io o f\ m � CTR.- O SURFACE TO FG - Q 1m o z0Nw wzw� � x I Oio � o O N � O 1O v N r7 x - 0 0 FILTER FABRIC V) x o mzI w n y o y z 1 CUBIC FT OF W "o OMI r, GRAVEL PER mowm�� K 4JF y>F a U) �.{ m `!" JOINTS @ FG ;- FOOT OF WALL LI..I C L *FG #4 CONT. £`^" SEE NOTE Ew�� z.N$�LL57.moo n - 32" O.C. MAX 1 r? z�w� po�pt > - ALTERNATE -"d- °- LEGS N #4 CONT. TYP. I RESIDENTIAL�aoo (3 TOTAL) (n N LOT SIDE <woo�Ng<m� U) 3" OLD. -'- TYP. . NOTE: N. 1'-0" ---"-9"-o- d y INSTALL. 4" DIA. PERFORATED a/✓ PVC DRAIN PIPE ON RETAINING #4 24"O. C. SIDE OF WALL IN LOCATIONS m SHOWN ON PLAN VIEW. * HIGH SIDE FG VARIES -m 9'-6" WALL O wwtz-w mi-.� oo3aa 'K✓ MID-SECTION N.T.S. w NO M PILASTER EDGE OF IJP 2" BRICK CAP I ui UJ LL o 1DQ LANDSCAPE ((�. m _ t r O W Z z V a 6 W 0 LOT SIDE #4 CONT. TYP. 0 0 0 w o I �o 0 N Of Lu m DQ a w0 O pwSo mO J f\ m � CTR.- O mx�'-azaaoo �oi��wx o 1m o z0Nw wzw� � x I Oio � o O N � O N � r7 x - 0 0 PA JOB No. #4 CONT. 32" O.C. mzI w n y a N W *FG #4 CSS 32" O.0 M co 1 vl x -I Z o g CTR. Y - OMIT HEAD - 0 JOINTS ®FG NEC O m #4 CONT. 32" O.C. MAX RESIDENTIAL LOT SIDE -#4 @ 32"O.0 2" BRICK LANDSCAPE LOT SIDE CTR. I ui UJ LL o 1DQ Lw ((�. m _ t r O W Z z V a 6 W 0 V l0 #4 CONT. TYP. - > 0 w o I �o 0 -1 �m o Of Lu m DQ a OUco O pwSo mO J f\ M O mx�'-azaaoo �oi��wx o 1m o z0Nw wzw� � x I Oio � o o�oa wwx wom O N � rJuimizr="v''a Fa 0 PA JOB No. #4 CONT. 32" O.C. 1p W O W L> L Q 4 m w n y a wi az W *FG 2" BRICK LANDSCAPE LOT SIDE CTR. v0 i-i-bx zo z. iow oO ui UJ 1DQ ¢OZ6FU 9 --XO Z ((�. m M t r O W Z z V a 6 W 0 � U z - Zm2� LN4Jp p W O LL 0 I 6 U 0 #SSP Of Lu ww`a�4`�cwiz m a pwSo mO J f\ O mx�'-azaaoo �oi��wx PL o z0Nw wzw� 4J z o o�oa wwx wom � rJuimizr="v''a Fa -pry_ PA JOB No. M 1p W O W L> L Q 4 m w n y a wi az m..� i mowm�� K 4JF y>F a U) �.{ rOK kUOJ jWV LI..I C #4 CONT. Ew�� z.N$�LL57.moo n - 32" O.C. MAX ma r? z�w� po�pt > U sw��w� U) RESIDENTIAL�aoo 9.z�U¢zo �,Jpj �/'��i''� (n N LOT SIDE <woo�Ng<m� U) ��0�'O'OZO tt N. a/✓ m #4 24"O. C. owzw ozz�rnv Q m N a aux oz woo�m -m O wwtz-w mi-.� oo3aa 'K✓ W w Z w NO M CONT. TYP. Wwzoa p �.ZWfL �JJ oL> O� ci „. #4 > aw�a„W.,�r"nz i M v0 i-i-bx zo z. iow oO ui UJ 1DQ ¢OZ6FU 9 --XO Z ((�. m M t r O W Z z V a 6 W 0 � U z - Zm2� LN4Jp p W O LL 0 I w S W V p W ao 0 #SSP Of Lu ww`a�4`�cwiz m a a p w z� O mx�'-azaaoo �oi��wx U o xw 3 �x>g�o�,k #4 CONT. 0 24" O.C. o�oa wwx wom � m u'a�az>vJmam N PA JOB No. 1p W O W L> L Q 4 m w n y a W WOO W 2$ wT N ax°'o�wzo -MORTAR FILLET I MORTAR FILLET SLIGHT BEND r SLIGHT BEND E - z #4 @ 24" 0. C. r s -WATERPROOF - ¢� wrob -WATERPROOF - r-� cO m O NI z °D O SURFACE TO FG x, SURFACE TO FG v � OFF. N o _i FILTER FABRIC `� a o x Y - OMIT HEAD < FILTER FABRIC Q 1 CUBIC FT OF JOINTS () FG ' 1 CUBIC FT OF mo F GRAVEL PER o m �_v v *FG GRAVEL PER. 1 �r FOOT OF WALL ��� �r ,a,,;�. FOOT.OF WALL aALTERNATE # ° n ALTERNATE #4 CONT. TYP. LEGS #4 CONT. TYP- _ ILEGS (3 TOTAL)" ---s y (3 TOTAL) 3" CLR. -�7 I 3" CLR. �-- TYP. - g _(.. 1•_g• d TYP. 1' 0' 2'-0" a * HIGH SIDE FG VARIES 2_6•• V Ir- g -p" U NOTE: OMIT GRAVEL BACKFILL AND FILTER FABRIC FOR LESS THAN 2'-0" OF RETAINING. m 8'-0" OR 8'-6" WALL MID-SECTION N.T.S. 11EVISIONS APPROVED 0Y; * 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. ICL PILASTER EDGE OF FOOTING ISA ----- --�SO I FOOTING - - x(4)8"x6"x16" BLOCKS'-(6'x6"x6" BLOCK & DANIELPAC;L'L"AH.(:-E. Nt._8_ 7009 _ ,DAf 6"x6"x12" BLOCK) ;4 jF--� MONUMENT WALL "FULL" PILASTER _ MONUMENT WALL PILASTER MID-SECTION N.T.S. CORNER N.T.S. �Ec g,a4 Ito WALL CONSTRUCTION NOTES w Q - EDGE OF FOOTING 0 FOOTING REINFORCEMENT PER WALL DETAIL DB SLUMP BLOCK PER WALL DETAIL © CONTINUOUS REBAR PER WALL DETAIL VERTICAL REBAR PER WALL DETAIL A C. G. �! 'n -s ❑E BRICK VENEER (TYPE BY OTHERS) - - - - - - - _ J #3 TIES @ 24" O.C. 1- 3 = m 0 © (3) #4 REBAR EA. WAY Q PILASTER MAI - F --- o I a H #4 VERTICAL REBAR (6 TOTAL) - - - - - - - i -I ------ o ❑I #4 VERTICAL REBAR (4 TOTAL) EDGE OF FOOP,NG E I F I ' ❑J (1) #4 REBAR G' FOOTING BUMP OUT 1. REFER TO LANDSCAPE ARCHITECT'S PLANS FOR BRICK COLOR, PATTERN, MANUFACTURER, GROUT ETC. 9" 2'-0"' L91 2. REFER TO LANDSCAPE ARCHITECT'S PLANS FOR BLOCK COLOR, (3)8"x6"x16" BLOCKS PATTERN, MANUFACTURER, GROUT ETC. 3. REFER TO LANDSCAPE ARCHITECT'S PLANS FOR MONUMENT TYPICAL WALL "FALSE" PILASTER WALL TREATMENT NOT SHOWN ON THESE PLANS. a N. ES. G1Nttrc .�; b� 2 a 1 M t 3 N° id � U O.J V Uo N 0 #SSP Of Lu a LL 4x x O a- w z� a o U o m a DATE N PA JOB No. W ln� w n y a G1Nttrc .�; b� 2 a 1 M a o 3 N° id � U O.J V Uo N 5/D #SSP ° 0W n a 1 a o N° id O � J N „xr _z 4x Z Gu a o o a DATE N PA JOB No. SHEET T i OF 0 015 13-27 18-2750H SFjEETS LEGEND nt PROPOSED 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. n2 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. WALL (WHERE PROPOSED 8' WIDE CONCRETE MULTI -USE TRAIL (4" THICK CLASS "B" CONCRETE) 17 Z- (SEE C.O.B. STD. DWG, ST -3. FOR CONCRETE SPECIFICATIONS, JOINTS, ETC.) (�5 PROPOSED LANDSCAPE AREA (SEE LANDSCAPE PLANS -BY OTHERS). © PROPOSED BLOCK WALL. n7 4' WIDE DECOMPOSED GRANITE PATH ® 6"x6" CONCRETE MOW CURB 0 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 T"y"P"'ICAL 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 FUTUR PARK SITE "NO PARKING ALLOWED" CAMPUS PARK DRIVE - WINDERMERE STREET (SHEET 7) "PARKING ALLOWED" SEE PARKWAY TYPE "8" DETAIL H PER "WMSP" EXHIBIT 4-11.3 ['�AWASP COLLECTOR STREET "l NOT TO SCALE Jt_ R/ST o 4! CL R/W of "PARKING ALLOWED" WINDERMERE STREET (SHEET 8) PER "W/MSP" EXHIBIT SIMILAR 4-11.3 (PARKING ON TRAIL SIDE) WMSP COLLECTOR STREET NOT TO SCALE "NO PARKING ALLOWED" SEE PARKWAY TYPE "A" DETAIL 3 NV M<KING ALLOWED" " SEE PARKWAY TYPE "B" DETAIL WINDERMERE STREET (SHEET o) NO PARKING ALLOWED" % � WMSP COLLECTOR STREET SEE PARKWAY TYPE "A" DETAIL 3 ++ NOT TO SCALE. STREET SIDE R/W oli LOT SIDE 26' n w 0 V Q 10' WIDF 5 4' T J11 I 11 z L__J LANDSCAPE AREA SHALL BE 4:7 MAX. **= RETAINING WALL (WHERE OCCURS) PARKWAY TYPE "A" DETAIL �+ NOT TO SCALE LOT SIDE 11 / 7245 NOTE: S 11\LL 1 V l/L 1 VL/LIYL I Itlllllltl 1I911YLV JF ST o CL R/W VARIES L S LOT*** I 55' TO 60' WIDTH VARIES 4 W U 0 .0. wQrwiz wo¢ mw mzQwli m m W Z W W Q M Wp wxQ„O�QKOoO SNCC ZVI;Um mQ 1-OKI=�Ow mNU'K Wi az W3LL WI-oFs`x'ooLL� 0 S K2000w Y two o,.3�amcwi W� WW w Z yj m Z O �/1ZO.p KO.yW iw W>>O-ZxNK o=zQo�K�z Zo Qrxoz�o`ogm 40~Ql5Kp 01-w a d U d yLL m Z O d aza�w>pZK c~Qi�nz=zw<oo I -z w3�z._ ycw+ U< W w V W 0.0 W LL Z O 2 U N W 2 K LL w Q O 3 > Q Z W O K w W Vxl J O m y��m�Z=NmQf9 Q _W W y O W Z fQL m Z Y m WHITE LANE (SHEETS 4 & 5) PER "WMSP EXHIBIT 4-5 t`n WMSP ARTERIAL STREET �- NOT TO SCALE 7245 R/W STREET SIDE 37' 12' L S LOT 1 5' 4' 1 8 8' WIDE 0 D LANDSC RE AREA u I I- z' x PARKWAY TYPE "✓" DETAIL ry NOT TO SCALE SEE PARKWAY TYPE "B" DETAIL 3 ***= LANDSCAPE LOT TO BE DEDICATED TO THE CITY OF BAKERSFIELD, BLOCK WALL AND LANDSCAPING TO BE MAINTAINED BY THE HOMEOWNER'S, ASSOCIATION. RECORD DRAWING BY: FRED W. PORTER, RCE 33448 [XP. �— V DA'1"E RECQD QjRAWPLG fl4j&%_ I OJ I LY �1 ,- §Y< PRE6 W. PORTER, RCt 33445 EXP. DATE IQ CF AAs -Lo`ri is C,, `-P4 REVISIONS APPROVED BY FRE -0 mi. P,RTEIR,R.C.E.IXlC1.33,148 �bAiE llb1�'I�L PA{5il.LA, B• % �. _N0. 6_706-8' � DATE F *= LANDSCAPE AREA SHALL BE 4:1 MAX. M '••�" **= RETAINING WALL (WHERE OCCURS) a Y 17 Z- PARKWAY TYPE "✓" DETAIL ry NOT TO SCALE SEE PARKWAY TYPE "B" DETAIL 3 ***= LANDSCAPE LOT TO BE DEDICATED TO THE CITY OF BAKERSFIELD, BLOCK WALL AND LANDSCAPING TO BE MAINTAINED BY THE HOMEOWNER'S, ASSOCIATION. RECORD DRAWING BY: FRED W. PORTER, RCE 33448 [XP. �— V DA'1"E RECQD QjRAWPLG fl4j&%_ I OJ I LY �1 ,- §Y< PRE6 W. PORTER, RCt 33445 EXP. DATE IQ CF AAs -Lo`ri is C,, `-P4 REVISIONS APPROVED BY FRE -0 mi. P,RTEIR,R.C.E.IXlC1.33,148 �bAiE llb1�'I�L PA{5il.LA, B• % �. _N0. 6_706-8' � DATE 4: F M M > V M U �Y' Q) ItJ o a a Y 17 Z- LL� m Q < LU U U 7 b 0 U) w .6N z W VJ Y z 2 V Lu Lb ry 0X W - cp W Q M m z (If V U) N w ( sem�'//• Lu M r w r u>i b 4: N PA JOB No. 13-2750H E SHEET 30 a S N, N OF 9 SHEETS F M M > V d dw U O a rr <v LL� w W 2 2 V w j m z w w � r w r u>i K O ¢ N PA JOB No. 13-2750H E SHEET 30 a S N, N OF 9 SHEETS a 3 M M > V d dw U Up rr <v N PA JOB No. 13-2750H E SHEET 30 a S N, 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. vaq - = THIS SHEET R/W = RIGHT OF WAY AP = ANGLE POINT TOE = TOP OF FOOTING BC = BEGIN CURVE CTR = CENTER CL = CENTERLINE TOW = TOP OF WALL CONIC = CONCRETE RETG = RETAINING CONST = CONSTRUCTION MAX = MAXIMUM EC - END CURVE MIN = MINIMUM FTG = FOOTING CLR = CLEAR GB = GRADE BREAK WE = WALL STATION LS = LANDSCAPE HDPE .= HIGH DENSITY POLYEHTYLENE FG = FINISHED GRADE LL a a lT N N < w ¢ +Q - OJ Oj m h rn_ rnU Wm J 9 ¢ rn ® �T J o' / e tiN V s �\ II tbNm +rn\ H �O\ NJU ao� rn3W 2 a +rn� + W W 367 ...............x. . + m 362 357---- 42± 57 267.90' / -------- PROPOSED MEDIAN 02 ------------__—_— —� ---- ---- X 104 101 i- — � _ — 1 (0) — ------ — — __ — — ± LT. CURVE TABLE I� CURVE RADIUS -J`yIJ J� DELTA TANGENT C1 ;a + �JIO- 325.74' 07'43'30° NN C2 3573.92' 329.24' 05'16.42" 164,74- C3 N)G O+� 23.72' 00'35'41" �J 10.15' 2295.0O' I�LL 668.38' 90.93' 336.57' II � J c o3 LLJ of J_ W o a LL a a lT � aJ ��� y w J W J + O� V + o N 4 Z RESIDENTIAL ¢ 2 FUTURE 4 R W +..�... PLANS) u1 z ...................+ rn w...... .............+. CD (BY SEPARATE + 6H �aI n� ou �w Y N N o . TOW -363.53. �N1a 267.90' / -------- PROPOSED MEDIAN 02 ------------__—_— —� ---- ---- X 104 101 i- — � _ — 1 (0) — ------ — — __ — — _ _ _ _ _ 1 106+33.41 I -- 500'5790"W_ 105 _ T� — 106, r q 160.29'(o �- z }v__ HORIZONTAL: 1"=50' VERTICAL: 1"=5' cn 2 42 ± LT. CURVE TABLE w CURVE RADIUS -J`yIJ LENGTH DELTA TANGENT C1 2416.00' �JIO- 325.74' 07'43'30° 163.12' C2 3573.92' 329.24' 05'16.42" 164,74- C3 2286.00' O+� 23.72' 00'35'41" 11.86' 10.15' 2295.0O' I�LL 668.38' 90.93' 336.57' J c LLJ of J_ W o a LL a a a ��� y w J W J o LL1 4 Z LLi ¢ 2 4 R W +..�... \ u1 z ...................+ rn w...... .............+. +. �w............................... + +........ 6H �aI n� ou Y N N o . TOW -363.53. �N1a TOW=362.36 TOWS 363.63. W J n 9 . tt - d 6/08/2015 PA JOB No 13-2750H ... SHEET 6 OF 9 SHEETS Li .. Li w . o TRACTP7A 5) LJ (gy _ -- —.v.-----_ _L_ FINISHED GRADE PROFILE FINISHED GRADE PROFILE {/- (STREET SIDE) (TOR OF BERM) — --- .—_____L.__—.---- �� .---`--- _— — — — —._. _. GO _ FUTURE 356.63 TOF-35663 SEPARATE o of _ _ _ _ _ 1 106+33.41 I -- 500'5790"W_ 105 _ T� — 106, r q 160.29'(o �- z }v__ HORIZONTAL: 1"=50' VERTICAL: 1"=5' cn 2 42 ± LT. CURVE TABLE w CURVE RADIUS -J`yIJ LENGTH DELTA TANGENT C1 2416.00' �JIO- 325.74' 07'43'30° 163.12' C2 3573.92' 329.24' 05'16.42" 164,74- C3 2286.00' O+� 23.72' 00'35'41" 11.86' C4 2295.0O' I�LL 668.38' 16'41'11" 336.57' _ _ _ _ _ 1 106+33.41 I -- 500'5790"W_ 105 _ T� — 106, r q 160.29'(o �- z }v__ HORIZONTAL: 1"=50' VERTICAL: 1"=5' cn 2 42 ± LT. w -J`yIJ �J rnJ rn�2 JtU- �Ja �JIO- ��- L0 0 W a ® of 0 Q_ w z� r O+� J O OAU NN ww� I�LL rn d rn< J U) LLJ of J_ W o a LL a a a ��� y w J W J o LL1 4 Z LLi ¢ 2 4 R W +..�... \ u1 z ...................+ rn w...... .............+. +. �w............................... + +........ 6H �aI n� ou Y N N o . TOW -363.53. �N1a TOW=362.36 TOWS 363.63. W J n 9 . tt - DATE 6/08/2015 PA JOB No 13-2750H ... SHEET 6 OF 9 SHEETS Li .. Li w . o LJ _ -- —.v.-----_ _L_ FINISHED GRADE PROFILE FINISHED GRADE PROFILE {/- (STREET SIDE) (TOR OF BERM) — --- .—_____L.__—.---- �� .---`--- _— — — — —._. _. GO _ . TOF 356.63 TOF-35663 so' Sa' WHITE LANE SEE SHEET 4 RECORD RR CORD DRAWING By, FRED W. PORTER, RCE 33448 EXP. BATE ............................367 W�- zm1L- �aw"zzPow3 rca&o ow�rwz zd rco3LL3�az"w zz�diizvimzo A:o Wozo�a oyzwo Yw�oom W�� O Z W p U U m Q dU d m LL m Z U a �gz ¢iow(ai¢a O O LL 2 U U a N O U=oW�dWZZ- W¢WwUwoOWLL y�� Qiy 4 0 0 0 O O fl�myzK��y 2 Pioao�F- arriTJww o (9 u1W2�Z¢¢U� W I2' 2> O J W Wi W �WW OrnK K�CCWW2�0m >r wcsrn- mmm'-o�zzmm W owz�_oa www Or�(�<[vLLi Zt~i� o-- _ . . . . --------- ----- ---_. FINISHED GRADE PROFIEE. / _. --_._ '_ ._.--- _ -_ :_. ------ --.----------------- _ -----------------------.-._ . __-___ _ . . _ . . . _ — — (LOT SIDE -TOE OF SLOPE)-/ DESIGN FLOWLINE PROFILE _- --. _ — _ ---- --—_— —_-a-`--_._— — -- —o 352 _ — _ — — — T — _ (NATURAL . . . . . . . . . —_— 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 Z Z BLOCK WALL PROFILE (WEST SIDE) F-- 73.21 L.F. 392.91 L.F. A C A C D I kEVISIONS APPROVED BY: e e e 350.03 L.F. 125.0+ L.F. 125 0± L.F. 58.73 LF F n J W o F �N4 3 �0 3 Ni �-> r. J F- 6 I- J cD PIJ ^o J J J J w v'J E Vix. PORtTER 3i C.ENO. 33448. DATE ro+ o+ o"") � F'H_D oNc>ovE)r O�z 3 3 3 cJ 3. 3 3 3 3 a m a vm �� rn a vrn a �;� o z b -a 8d b o'i) o 'm 0 0 o f oz O J O Z O N O r0 Z O O Z O O 3 03 3 a J I- vi ui a Ln via ui uio a ui a ro v a v a a .j L pp f>aiLC.c. h10. $7tlp8 DATE .h n 3 cb o 3 rn v) a e w d v� a v� in �n a co co a co <o G= \ W W N Z d' \ W F- W w W W W W ~ N J^ ¢ Pj U ON O� O Vl OZ 6!n W3 C5 aw +a ++ n w`F . _ . . . o - ni ¢ N o r)a o z 0. 367. z . . . . . . . . . . . .v 367 N . - lOW=364.45. TOW -364.46 TOW 363.96 _ _ TOW=363.96.. . .. . _ _ TOW 363.96.. TOW`=363.98 .. ---------- 362, - TOW=363 46 TO'4 363.46 362, ...:. .. ..: ..... .... 362 TUW 362.96 w o.w Uj �. _ . I. i+,.FINISHED GRADE ROFILE °J ERM -LOT SIDE) j 357. �__ __ - _ _ - - - _—_ __ _ _ _ _ _a� ........ 57 ___ _ — _—_. z-rr..�W.__...._�._ _ FINISHED DTREEADE _ _ - _ (TOP OF B ___ (STREET SIDE) J�. � - - ___ i .3 U TDF -356.96. - TUF 356,46 J : . TOF=3 6.46 TOF=355 96 - - - TDF -356".40.. �. o---------�_--__—.—_—D6SIGNFL0 WLWEPROFitE a —__---____--. _ -- — — — — ` - g.- ------------ - ----LL— - 352: — 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) O�� U � a � \S793i1 �_ Q U w tS? o L0 0 W u ® of 0 Q_ w z� r J ww� I�LL J U) LLJ of J_ W o a LL a a a O�� U � a � \S793i1 �_ Q U tS? o L0 o ® 0�V}} Z J I�LL J U) ��� y w o LL1 LLi Lu 2 CL W Z_ 6H �aI n� ou Y N N o �N1a W J n 9 tt DATE 6/08/2015 PA JOB No 13-2750H SHEET 6 OF 9 SHEETS 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. EL QERD = THIS SHEET R/W = RIGHT OF WAY AP = ANGLE POINT TOF = TOP OF FOOTING BC = BEGIN CURVE CTR = CENTER CL = CENTERLINE TOW = TOP OF WALL GONG = CONCRETE RETG = RETAINING CONST = CONSTRUCTION MAX = MAXIMUM EC = END CURVE MIN = MINIMUM FTC = FOOTING CLR = CLEAR GB = GRADE BREAK WE = WALL STATION LS = LANDSCAPE HDPE = HIGH DENSITY POLYEHTYLENE FG = FINISHED GRADE Z FUTURE, /BY SEPgR7RACA TE P ;1245 S -S PARK SQUARE ®RIVE `2\7 44 E I / l / r / / I (BY SEp4 NA CRA TE I x' 88 F( -URE TRACT P ANb) I I I \ I 161 162 ,-- 1 B86 761+88.97 163 — -- —PROPOSED MEDIAN L \ CUNT l 4 J �'—F— �_-16—_--_ -- ------ ---------- �N N �N a� + 365. ...... .. . 360.., ....... . 355 :...:...:...:...:. .:.. _ 101 1 I I I I 1 it I I 1, w 1^¢ `-ten Ian m� I ew 3t�i Ise ISI 1 FUTURE TRACT 7288 (BY SEPARATE PLANS) Mo nI-3 �JU d PHASE 2 76 z 2 2 114.1± L.F. yW1Ww��oza gnZKS ItUa� — _ rn 698.7± L.F. RADIUS 3 RI W Z 2 LL LENGTH DELTA TANGENT C1 1628.64' ti 276.15' 09'42'54 PARK 1 1616.00' >TWFZ41U,o SQUARE _ DRIVE 3 g a J C3 wffi o2 54.05' C6 rJ � cJ 1550.00' 808.51' 29'53'20" 413.71' 0 Nl (O W � N Z �N N �N a� + 365. ...... .. . 360.., ....... . 355 :...:...:...:...:. .:.. _ 101 1 I I I I 1 it I I 1, w 1^¢ `-ten Ian m� I ew 3t�i Ise ISI 1 FUTURE TRACT 7288 (BY SEPARATE PLANS) Mo nI-3 �JU d PHASE 2 76 z 2 2 114.1± L.F. yW1Ww��oza gnZKS ItUa� — _ rn 698.7± L.F. RADIUS 3 RI W Z 2 LL LENGTH DELTA TANGENT C1 1628.64' ti 276.15' 09'42'54 138.41' C2 1616.00' >TWFZ41U,o 454.63' 1607'08" 228.7 C3 J roJ o2 54.05' C6 rJ r C4 1550.00' 808.51' 29'53'20" 413.71' 0 C \ � W h 0 pp, 5 w `\� O d < W w w w u- a a a UFNEER {c b/ how J N w 3 > V I 0��01S1938 + SSP mz so�V �a oiz ui III iia �� a 6� cn cow wa cow cod mma tow coa .r-.� �� vJ CL Lu 0. L w h R tp J � O Ci O C] cV if] O m N + + + + + HE + z + + U2 . - TOW -362.96 TOW=36246 _ .TOW=367.96. . . . .7OW=361.46. TOW=360.06.- . o FINISHED GRADE PROFILE FlN15HED'GRADF PROFILE OF 9ERu) -- (STREeT SIDE) — .(TOP __---- --- -- ^. —, _— TOF 35596 TOF=355.46 . . -u= ——_---_. -- _ --- _ --- _- - -- '— - TDF= 35446 TDF=353.96 .— .--_—_:---- � U oowo ®o� ? U N W C W F ygwmwmj6F.d w��o��LLoO-z6 a�zo�z�wo_ ¢w�wzo�mmQ Y-"o�kozHmrio W Kww U(/I2�Zm a¢¢ F V F p O LL p K6P+��OwU Vw K4¢0¢0_ ¢¢NWU 0�0.HU�ZQr� arcoou.3 �aw� z�zaizoios� yiao���zz� a�FozwSoob z-rc mr� �o3a� ozoa a �iamF-enzw� yW1Ww��oza gnZKS ItUa� CURVE TABLE rn CURVE RADIUS 3 RI W Z 2 LL LENGTH DELTA TANGENT C1 1628.64' ti 276.15' 09'42'54 138.41' C2 1616.00' >TWFZ41U,o 454.63' 1607'08" 228.7 C3 1550.00' O 6 F K< z NU 6 Z 54.05' 01°59'53" 27.03' C4 1550.00' 808.51' 29'53'20" 413.71' � U oowo ®o� ? U N W C W F ygwmwmj6F.d w��o��LLoO-z6 a�zo�z�wo_ ¢w�wzo�mmQ Y-"o�kozHmrio W Kww U(/I2�Zm a¢¢ F V F p O LL p K6P+��OwU Vw K4¢0¢0_ ¢¢NWU 0�0.HU�ZQr� arcoou.3 �aw� z�zaizoios� yiao���zz� a�FozwSoob z-rc mr� �o3a� ozoa a �iamF-enzw� O 'd 892051.v� lgYft6 ANG P 'A- HORIZONTAL: 1"=50' VERTICAL: 1"=5' RECORD DRAWING �i11s'ES '103 �'%bt-ac.y BY; FRED W. PORTER, RCE 33448 EXR DATE o 0 a " jjE– IStONS APPRUVED BY: t t ±EEC vJ PC7R't'E€7, tt C Nc0.2a4a8 DATE ¢. A O L v ....... 365 360 ...:...:...:...:...:...:...:.......:...:...:355 --------------------- 4ti --------- ----- — — -- . . . . . . _ . --- --- - --- 350 350:. ... -FINISH D 1 7. \.. +00 ... 169+00 170+00 .... ..... 172+00 ... ..... 173+00 .... . `DESIGN F WLINE PROFILE ED GRADE PROFILE . _ (LOT SIDE TOE OF SLOPE) � PA NATION) 161+00 .162+00 163+00 164+ 00 165+00 166+00 167+00 168 171+00 BLOCK WALL PROFILE (SOUTH SIDE) 0 N E N U / / -7 / yW1Ww��oza gnZKS ItUa� Z ® M w 2 twJ U pZ m 0 rn UZp F_ w- Q U a O w y Lu Z B 3 RI W Z 2 LL W V�-iW�Q 4,U `VUZOy w D�tt>OLLK�2t2- O(n 06 N U) �, W ti Z m LULU mN L\ >TWFZ41U,o �✓. Z in LU N N M N roA O L1� � M O r O 6 F K< z NU 6 Z O 'd 892051.v� lgYft6 ANG P 'A- HORIZONTAL: 1"=50' VERTICAL: 1"=5' RECORD DRAWING �i11s'ES '103 �'%bt-ac.y BY; FRED W. PORTER, RCE 33448 EXR DATE o 0 a " jjE– IStONS APPRUVED BY: t t ±EEC vJ PC7R't'E€7, tt C Nc0.2a4a8 DATE ¢. A O L v ....... 365 360 ...:...:...:...:...:...:...:.......:...:...:355 --------------------- 4ti --------- ----- — — -- . . . . . . _ . --- --- - --- 350 350:. ... -FINISH D 1 7. \.. +00 ... 169+00 170+00 .... ..... 172+00 ... ..... 173+00 .... . `DESIGN F WLINE PROFILE ED GRADE PROFILE . _ (LOT SIDE TOE OF SLOPE) � PA NATION) 161+00 .162+00 163+00 164+ 00 165+00 166+00 167+00 168 171+00 BLOCK WALL PROFILE (SOUTH SIDE) 0 N E N U / / -7 / Z ® M rn N Lu Z B W 6 M 0 w X O(n 06 N U) �, W < LL Z m LULU mN Z N o �✓. Z in LU N N M N roA O L1� � M O r 0 l 0 C \ � W h 0 pp, 5 w `\� O d < W w w w u- a a a UFNEER {c b/ d J N w 3 > V I 0��01S1938 + SSP U) T— ui III Z _ J 0. CL Lu 0. L w h � uJ � N v� wy � J J J 1�1 amS ova It VI DATE 6/0$/2015 PA JOB No. 13-2750H SHEET OF 9 SHEETS NOTES: AIL STATIONS AND OFFSETS ARE TO BACK OF WAL. (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 PANS AND GRADING PLAN FOR F AND FG ELEVATIONS-TYP A! L SHEETS. FOR FL LE -MRD = THIS SHEET R/W = RIGHT OF WAY AP = ANGLE POINT TOE FOR OF FOOTING BC = BEGIN CURVE CTR -- CENTER CL = CENTERLINE TOW TOP OF WALL. CONIC CONCRETE RET = RETAINING CONST rt CONSTRUCTION MAX = MAXIMUM EC = END CURVE PAIN - MINIMUM FTG _ FOOTING CLR - CLEAR GB = GRADE BREAK V& = WALL STATION LS = LANDSCAPE HDPE = HIGH DENSITY POLYEHTYLENE FG = FINISHED GRADE o(3 CUNT. RCE 33448 CURVE TABLE CJRVE, RAI IUJ 94F00' I L IN(M GEA 1i'mI �'-0$47 (2 1 TANGENT I 72.65 { n r- I\ ^ wM,; I F _G2 945.00_t 13/.75 08L707 1 63.00'__) RECORD DRAWING Via','{ FRE() W. PORTER, RCE. 33448 EXP" DATE WINDERMERE STREET �$�-' tV JiM N1. SCHP,OFTER � �� DA(E SEE SHEET � O \ N RCE 46185 1 FUTURE PARK SITE � L1, _ 'T� \ (BY SEPARATE PLANS) IT ll e+n,i —�y--—-- o ------ a{ ——� ou H) ----- s•rs3i'25wPoeED ME01AN 9s - �I — aa_ ----+ — — —u —. �. �� —E +s- a I -- —� —.�J �NINDL:2MtRE jl � (a1TH) ., v � 203.99'1*"�" - i )5.U3' _ �s� � � w i / i / ♦ri/�,—__?.P ., w, ;j -TF INTO EXISTING BLOCK 1' 1-? N--% U Irl I + °? WALL PER TRACT 728fl-7 \ \ \ j / r 17 �_ 15 I� 7� 1 =l� P alJ 13 Tl� 4i't . Ir ILL FUTURE TRACT 72$8�- ¢ Ta (BY SEPARATE PLANS) �T'A� v i `�' sw Ln N trD O G' J�^, N O -i �ji 1 hII III I Ii. CAM PARK DRIVE $Or / SE ySHEET WO A Z n _] t-.- �Xr z r. { n r- I\ ^ wM,; I F ¢ FLM D + U + C] -11V w -I Z w� W 'A1 r�s�IJ r`S W fv�,ro r. HASE 5 q ON B \BR /l HORIZONTAL: I"=50' VERTICAL: I"=5' a Vie_ 1 (3 5+ffLF...1 F- \ _] t-.- �Xr Jl-hl-1 F, VJA'It RPROOF--�, P; -r9 - r Lv ¢ FLM q _¢(Y CTR a� u [w➢ fv�,�r��� IZ ns p��� @ FGGRAVEL. o -FY �° W° PERFOOT OF WALLr o y/q SP d 9 ALTERNATc#4 a-umv& w " o(3 CUNT. TYP,— _ TOTAL) `-.� --A ZEVI~-z rriwoo r<m?rzoi>m�Q �tl7 3' CLR.--i WIKO21V✓r uf' + HIGH SIDE gIla'W + -r w U i- w w + w w < U G OMIT GRAVEL w CONSTRUCT VERTICAL J0INTS AT 20 FE -E FOP. LESS THAN 2'-o" OF RETAINING. ON CENTER MAX WITH 3/8" MAX GAP m �n RFBAR SHALL BE DOWELED AND GREASED U x AT JOINTS - 8' -0" °7 szor &P Wil D_— _SE C—TI ON N.T.S. a z uy 367 . ..... ........ ......... ............................,:..........,.....,, p''* Ola am Y W_ 7 J......................... /l HORIZONTAL: I"=50' VERTICAL: I"=5' a Vie_ 1 (3 5+ffLF...1 W z 132 ST WATERPROOF - r VJA'It RPROOF--�, ---#4 @ 32' O.C. o ¢a¢ n_¢ z i r' ............... 367 TO +` TOW�362 fT I TO'W=3827? ...»v. TOW- 3E2F7 TTO :362 362 ___-- -- ......................... \ ...... —®--.. —�- ....:... ...... 1 ( . �(s36 . f I Ticr` - I I M1 11) EXSTI.N,G 6�OCK rNISHEJ GRAD PROFILE WAI1 PER TRACT /288 1 LOT SID GRAD PROFILELOPE - i I T LOT SIDE TlE OF SLOPE) I I, LOT SID 70 OF SLOPE) 2p iw 357. UA GRADE INTO EXISTING- ( ) ;p ,w FINISHED GRdOE PROFIL�I. � (rA0, F1.EVAAON) _ .357 canoe z 1 MAX: (PAD ELEVATION) -' - - - (s n =.o`) - - - - - - - - - r . ._ � __. . . ..:.e -.w. . vTOF 5� 17� - , -, .L.. _ ._ _ -'_ _ :. OF- 54 IT . _.______.., _. TOW=3.13.57_._.- .- :TOW=353.67 .. `_ - _ - - CFiNISTW canoE Pau L . -- - SIGN FLO'NLINE PRO}TLE 352 DE ..... ......... ................ ........... ( EOFSLOPE).. ..............,......... (10T SID[ TO 75+00 76+00 77+00 78+00 79+00 80+00 81+00 82+00 23+00 PAD eev84l-I 85+00 86+00 \ EAST BLOCK WALL PROFILE 2" BRICK STREET SIDE CTR. sm FILLET z t- W z SLVGH I OLNU WATERPROOF - r VJA'It RPROOF--�, ---#4 @ 32' O.C. o cO SURFACE TO PG z i r' CTR a� FILTER FABRIC(J�t OWT HEAD1 IZ ^l CUBIC FT OF`JOINT @ FGGRAVEL. CN �° W° PERFOOT OF WALLr CL y/q SP d 9 ALTERNATc#4 a-umv& w " o(3 CUNT. TYP,— _ TOTAL) `-.� --A ZEVI~-z rriwoo r<m?rzoi>m�Q �tl7 3' CLR.--i WIKO21V✓r uf' HIGH SIDE gIla'W ., NOTE NOTE OMIT GRAVEL BACKFILL AND FILTER FABRIC CONSTRUCT VERTICAL J0INTS AT 20 FE -E FOP. LESS THAN 2'-o" OF RETAINING. ON CENTER MAX WITH 3/8" MAX GAP u4m,Po 4 RFBAR SHALL BE DOWELED AND GREASED U x AT JOINTS - 8' -0" °7 szor &P Wil D_— _SE C—TI ON N.T.S. a z uy s p''* Ola am Y W_ 7 ff � II ago° �giti j C�owO00oa 4p..d)� DATE 6!08/29951 PA JOB No 9 a 2750F9 �<9 Y — --_I I 8R i _ ar SHEETS oy'z W°�zz �o �~ < CN Ji 'r2 -Sq JN O�m � CA oc�s¢s-uwz RESIDENTIAL 2 § p >-z° m oz a� w - o LOT SIDE °}r~ w uj M — #4 @ 32"O.C. 4�ozF¢o ,off I -+ O ( USO h�wooww 6:.A 0 N W J10 U' Q�Aquz WO --//4 CONT. TYP. ago I � W J Q q 6 CJ t04'O saQx 5 � MSO OZ tl. n � a W2v LLz�y�su p Oi9 cam= >F. Pll ar �o IF< 0 _-#4 CONT. @ 30" O.C. FILLET z t- W z SLVGH I OLNU WATERPROOF - r VJA'It RPROOF--�, ---#4 @ 32' O.C. o cO SURFACE TO PG z i r' CTR a� FILTER FABRIC(J�t OWT HEAD1 IZ CUBIC FT OF`JOINT @ FGGRAVEL. CN + PERFOOT OF WALLr CL y/q SP d 9 ALTERNATc#4 a-umv& w " o(3 CUNT. TYP,— _ TOTAL) `-.� --A 3' CLR.--i p9 w TYP- HIGH SIDE FVARIES ., NOTE NOTE OMIT GRAVEL BACKFILL AND FILTER FABRIC CONSTRUCT VERTICAL J0INTS AT 20 FE -E FOP. LESS THAN 2'-o" OF RETAINING. ON CENTER MAX WITH 3/8" MAX GAP o ¢ 4 RFBAR SHALL BE DOWELED AND GREASED x AT JOINTS - 8' -0" OR 8'--6" WALL &P Wil D_— _SE C—TI ON N.T.S. PL 2" BRICK STREET SIDE (` RESIDENTIAL f _ LOT SIDE #4 O 24"G.C. LL yY ip( GTR. ..-#4 CONT. TYP. rn I Ii J j Uva Oa] c,O r Z {y c Ux-44 CONT. 9 30" O.C. '- *FG 7 j W z - WATERPROOF t°K(-F SURFACE TO FG N a o Til TER FABRIC (n 1 CUBIC FT OF i GRAVEL PER ORTAR FII_LFT #a_ @ 24" O.C. w - L_ cn K 1 OMIT F` -AD JOINTS o 1K3'rl<v/ - m ALTcRNATE� #4 CONT. IYP.- - SEGS (3 TOTAL) 3" C_R.- h^-- TYP. U a: * SIDE r- L/A VARIES ES 1 � - HIGH SIU G I NOTA r1C)'fF. OMIT GRAVEL BACKFILL AND FILTER FABRIC CONSTRUCT VERTICAL JOINTS AT 20 FEET FOR LESS THAN 2'-0" OF RETAINING. ON CENTER MAX. WITH 3/8" MAX CAP. REBAR SHALL BE DOWELED AND GREASED AT JOINTS. _ 8'-0" OR 8'-6" WALL �)END—SECTION NTs. w F_ 0 W z j w u 3 c W LLIW .c�IIa �d J c co IZ CN + CL y/q SP d 9 a-umv& w " p9 w �e o ¢ 4 x � z �J a z uy w Q Q � am W_ 7 ff � II DATE 6!08/29951 PA JOB No 9 a 2750F9 SH£ET — --_I I 8R i _ ar SHEETS groll: I ALL STATIONS AND OFFSETS ARE TO BACK OF `NALL (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 EL AND FG ELEVATIONS-"TYP ALL SHEETS. - = THIS SHEET R/W = RIGHT OF WAY AP = ANGLE POINT TOF = TOP OF FOOTING BC = BEGIN CURVE CTR = CENTER CL = CENTERLINE TOW = TOP OF WALL CONC = CONCRETE RETG = RETAINING CONST -- CONSTRUCTION MAX = MAXIMUM EC = END CURVE MIN = MINIMUM FTG = FOOTING CLR = CLEAR GB = GRADE BREAK WL = WALL STATION LS = LANDSCAPE HDPE = HIGH DENSITY POLYEHTYLENE FG = FINISHED GRADE r i / p b' 02) ) 'A J. J, / IND 78 1 W INDERIAERE (so uTFp 78+77.18 -79 - -____--_-SO--_ - __ — - - - - - - - - - - - - - - a. FUTURE PARK SITE (BY SEPARATE PLANS) PROPOSED MEDIAN 82 - - - 83 - - _------F------------- �, m m r \ 203.99'w�� .e/ - e ,p96 „rye S, 3�i 3cJi 3V 1 I S�c-Ii FUTURE TRACT 7288 s (BY SEPARATE PLANS) IXIx S� $ o m N Q OcdQ 4J Ir�J �c0 �W ti `N J Qa OJ d�-Q�y M4 iri m 3 'O m z r 5 frim .rim w O ¢ vi w iri 3:lci In W Ih ^ Z d' L. Q� `� �- Z nM,- 8 N p� 2i N J M u� Z W + (� + \ + O + V 1- V + +0+p +C5+V r i m W m r,Q + t�-- �v f„r�✓'J� Q W W Lb [wO Q o=1w9El��lS_�Z a Vj 111 N N 0 367 ..................................... CURVE TABLE CURVE RADIUS LENGTH I DELTA I TANGENT C1 945.00' O+' 08'4732" 72.65' C2 945.00' _145.01' 137,75' 08'21'07" 69.00' WINDERMERE STREET SEE SHEET 5 I�I i I i I I I I L�j / 1 �i LI.� f� $� _ 85+53.58 -----------J --J I WINDERMERE \ (SOUTH) i L IJ - h I I I i I I m CAMPUS 8&1K10 �aaQ o N + p N W Z B BZ B 2 4± L.F. 60.2± L.F. 44.6± L.F. 281.7± L.F. _ 45± LF..I 132.3± L.F. HORIZONTAL: i"=50' VERTICAL: 1"=5' N o m I� 'i�Yn cO'(V CD O+' O O o'Ca' vJ 2y'O' Lo m o-. o" OAT E' - +`�Nm_OmpO+ZG+V+J C 0. OOZ OZ O�OF: r;O WZOF OZOQWIfJ �^�.fL.L. �s LLJ U) w LL W 0z L1 5 ,I 7 SA 'm3" Q� d � R z Z p W F Min DATE 6/08/2015 PA JOB No. 13-2750H SHEET ldlbL 8 SHEETS u I Z0< QQ W O QmmmmQ V D + V N N N N M MI� � El : r 362 ow 3s1 ao ' f ... . TOW=36090 o o v I ^ FINISHED GRADE PROFTE FINISHED GRADE PROFILE (SPREE SIDE) (10P OF BERM) - FINISHED GRADE PROFILE ' 357 _ _ 1 - - - - - - - _ - _ - _ _� OP OF BERM FINISHED GRADE PROFILE. 1 I. .I ir. _ ._. -. .�_ _ .(STREET SID€). ( ) .r ^ TOF�356,9Q FINISHED GRADE PROFILE TDF=356.80 - TDF -356.40. TDF -356.30 TOF=356 30 FINISHED GRADE PROFILE FINISHED GRADE PROFILE' (LOT SIDE -TOE OF SLOPE) TDF=355.80. LOT SIDE TOP OFSLOPE TOF 355 90 (STREET SIDE) (PAD ELEVATION) - ------ ------------- - . . ( ) _ TOF=355 40 _ . _. . .. -.-. - —_'-. -- -. TOF 354.90 _ _ f -- _ _ _ _ - - .- _ -o- _ ._. _ _ __�-- -- TOF 35440--- -�� -- t'"' -- - -- ` T .FINISHED GRADE PROFILE-- ---- - ---- ---- - - -o-- TOF 38g3'90 FINISHED GRADE PROFILE -1`'}- DESIGN FLOWLINE PROFILE - - - - ---� 352. TDF=353.40 II (LOT SIDE -TOE SLOPE) _ (LOT SIDE -TOE OF SLOPE)- . . (PADELEVATION) - 75+00 76+00 77+00 78+00 (PAD ELEVAHON) 79-1-00 80}.00 81+00 82+00 83+00 84+00 85+00 86+00 EAST BLOCK WALL PROFILE Z N W y 2 i W wwz�'u `rro �m�oR�2.z z wazo Fzrw go ¢rsniwZmo�mviF Om t~/J U wiw 3 QQ aoa�¢k�Fiz oaz `two�i`z'flawcwi Y�wvi ZO zwww�Jw.`umwN� o zworcw€ o ¢iso z"oo�m oo3a¢w Wa zoa zwowo w3 Foo uu11 2U�UK Viu UaNLL�Zf1d zowww rcoZ4 W Z ryS O W V¢ �wzu�w>o�o UFOUW=Z�WQOw zwm�r (nmc� V�miii '-wwzowLL Z4-�OWOU Oa �� x 3Q�ox>o�ornK OKp�wW�.W.,00 Q mw z�wmam pW mmVZ 2m40 _WUO W_ZO4rgTW REVISIONS APPROVED BY a �- vi an M > U w 3 _ O� 0� U U . On ...��pt✓Y 00 CD FRED K POH3 EH, FR.C.E, NO. 33448 DATE•.� 00 vJ �_ Lo m ;;ANi�PADlL:.A, R.U.E. -N-0-6 7__W_8 OAT E' a �- vi an M > U w 3 _ O� 0� U U . 00 CD \o 00 vJ �_ Lo m z - C 0. J 1)'�" v LII �^�.fL.L. �s LLJ U) w LL W 0z L1 5 ,I 7 SA 'm3" Q� d � R z Z p W F 0 wa DATE 6/08/2015 PA JOB No. 13-2750H SHEET ldlbL 8 SHEETS Li 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. iMlimW - =THIS SHEET R/W = RIGHT OF `NAY AP = ANGLE POINT TOF = TOP OF FOOTING BC = BEGIN CURVE CTR = CENTER CL = CENTERLINE TOW = TOP OF WALL CONIC CONCRETE RETG = RETAINING CONST = CONSTRUCTION MAX = MAXIMUM EC = END CURVE MIN = MINIMUM FTG = FOOTING CLR = CLEAR GB = GRADE BREAK WL. = WALL STATION LS = LANDSCAPE HDPE = HIGH DENSITY POLYEHTYLENE FG = FINISHED GRADE < ^i iW F_ � y FUTURE TRACT 7248 7/ Xl ZD q I (BY SEPARATE PLANS) `//V/ �w/� WOODLAWN WAY -- -- L sobsY41 w /�, (FUTURE STREET) SOC 57 41"W 310.85 zk' C1 lus' U) N Z "14 <(�N�•0- p rQW�Q Wv LJW .-3m a a �3a / / �i L�p� 40 I - mr S00'57'41 "`N 452.78' PROFILE "D" PG&E SUB—STATION W (NOT A PART) HORIZONTAL: 1"=50' a "All i +¢ VERTICAL: 1"=5' eo P,_� 2 2 2 rA D 4± L.F. 303 2 2 8 2 B 303LF_I 42.53 LF_1_61 2± L . 303LF.I LFII 346.83 L.F. 30±L.F_ 30L.F. 50iLF.31 0±L.F. ¢¢KQIL'4 4 F 'Q h4 Q PQ ¢w3 pZ +- Oa oz z .J ogC�J V g JQ w VA 3 ww N 3w 367...... J . _� hWw �. �..... ......... ............. 362: ... :..L:...k...: ....... ..:362 .i —NOTE* GATES SHALL BE �. DESIGNED BY OTHERS357 FINISHED GRADE PROFILE :h 'r� FINISHED GRADEPROFILE FINISHED GRADE PROFILE� (PAD SI E) _ _ _ _ _ — _ . _ (STREET SIDE) (SUMP SIDE) _ _ _ ___ -_ . . _ TOF 354.10 - --- _ TOF 35426 . TOF-353:60 - - . 10F=353.26 TOF=3532E TOF. 353.76 352....:.. ..... PROFILE.»�» PROFILE:»g» .:...:...: - 352 PROFILE C»- . L . ....... 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 z2 BLOCK WALL PROFILE B 367. ... ...... 362 :...:... ....... ....... .:.. :.. 3 .(PGH SUS-$FAIION SIDE) - ` Y TOF=3 4.60 FINISHED GRADE PROFILE --- _-- _PROFILE "D" SUMP SIDE) CURVE --- 357 352 . 12+00 13+00 14+00 15+00 16+00 17+00 18+00 BLOCK WALL PROFILE 7 SUMP SIDE I I LOT SIDE rJj OR PG&E SIDE FINISHED GRADE OR EXISTING GROUND_ WI I V271 A TYPICAL SECTION 1�1n+ NOT TO SCALE WOODLAWN WAY STREET SECTION n+ NOT TO SCALE V o UO VO �%5 ow< z wvwiww¢^w �w�'z wo..mwG �oeeC ozo -'oul" awwtt ��orc w2' 2�fn22.S_m wipwiwwt�¢ ZFJI-'n `c FLLw� �aaoow��w� aQoaf a.K l-1-�w ¢aodLLoz�'w V.UyUQZU w�wwzyvd o zz a za c�z�o yoo-,Ya W W T jl O U N S N K owzw rcw�- o a��[o�.iw=zoom WW O O 0 2 6� w O Z F J h m 7 F HEVIS&ONS APPROVED BY: 0 Fi�rD"B.s NO. 33448 DAFT �DA�iEL RAOIL�,�C.E. NO.8T008 ..m._.�.�rATE'� d a RECORD DRAWING VPASES 21 .3 , 4- E BY, FRED W. PORTER, RCE 33144 FXk HATE o 0 TABLE CURVE RADIUS LENGTH DELTA TANGENT Cl 530:00' 4.00' 00'2Y57" 2.00' 02 530.00' 15.33' 01'39'27" 7.67' C3 25.00' 8.69' 19'55'11" 4.39' C4 92.00' 72.77' 45'19'14" 38.41' 362: ... :..L:...k...: ....... ..:362 .i —NOTE* GATES SHALL BE �. DESIGNED BY OTHERS357 FINISHED GRADE PROFILE :h 'r� FINISHED GRADEPROFILE FINISHED GRADE PROFILE� (PAD SI E) _ _ _ _ _ — _ . _ (STREET SIDE) (SUMP SIDE) _ _ _ ___ -_ . . _ TOF 354.10 - --- _ TOF 35426 . TOF-353:60 - - . 10F=353.26 TOF=3532E TOF. 353.76 352....:.. ..... PROFILE.»�» PROFILE:»g» .:...:...: - 352 PROFILE C»- . L . ....... 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 z2 BLOCK WALL PROFILE B 367. ... ...... 362 :...:... ....... ....... .:.. :.. 3 .(PGH SUS-$FAIION SIDE) - ` Y TOF=3 4.60 FINISHED GRADE PROFILE --- _-- _PROFILE "D" SUMP SIDE) CURVE --- 357 352 . 12+00 13+00 14+00 15+00 16+00 17+00 18+00 BLOCK WALL PROFILE 7 SUMP SIDE I I LOT SIDE rJj OR PG&E SIDE FINISHED GRADE OR EXISTING GROUND_ WI I V271 A TYPICAL SECTION 1�1n+ NOT TO SCALE WOODLAWN WAY STREET SECTION n+ NOT TO SCALE V o UO VO �%5 ow< z wvwiww¢^w �w�'z wo..mwG �oeeC ozo -'oul" awwtt ��orc w2' 2�fn22.S_m wipwiwwt�¢ ZFJI-'n `c FLLw� �aaoow��w� aQoaf a.K l-1-�w ¢aodLLoz�'w V.UyUQZU w�wwzyvd o zz a za c�z�o yoo-,Ya W W T jl O U N S N K owzw rcw�- o a��[o�.iw=zoom WW O O 0 2 6� w O Z F J h m 7 F HEVIS&ONS APPROVED BY: 0 Fi�rD"B.s NO. 33448 DAFT �DA�iEL RAOIL�,�C.E. NO.8T008 ..m._.�.�rATE'� d a RECORD DRAWING VPASES 21 .3 , 4- E BY, FRED W. PORTER, RCE 33144 FXk HATE o O� U 0 V J T, z o < M J rn sn o mo W z E . UJ "I,"M p J U 0 ? �pcS. L7 m w �U) 9 N < V l- 6 W Z N � (n N z w W N M cay a ,n Na 7� N � 4�— o z o� d 1� n U� o 0 �< w rc \CL. DATE 6/08/2015 PA JOB No. 13-2750H SHEET 9 OF 9 SHEETS A Lu w s ` Nis d ray' `w w In Lu w L. U- a MIM O� U toa 0 V J T, < J J p J V l- LLI N Yf cay a ,n Na 7� J z o� d 1� n U� o �< w rc DATE 6/08/2015 PA JOB No. 13-2750H SHEET 9 OF 9 SHEETS toa NOTES: ALI_ 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 FCR FL AND EG ELEVATIONS-TYP AL I- SHEETS. F EXISTING BLOCK WALL PER SHEET 6 I i I I i I I I I 1 I F- 1 c LEGEND = THIS SHEET R/W = RIGHT OF WAY AP = ANGLE POINT TOE = TOP OF FOOTING BC = BEGIN CURVE CTR = CEN FER CL = CENTERLINE TOW = TOP OF WALL CONIC W CONCRETE RETG = RETAINING CONST = CONSTRUCTION MAX = MAXIMUM EC = END CURVE MIN = MINIMUM FTG = FOOTING CLR = CLEAR - GB - GRADE BREAK _ WL - , HALL STATION LS = LANDSCAPE HDPE = HIGH DENSITY POLYEHTYLENE FG = FINISHED GRADE 1C4+14.93 64.96' LT PT ON WALL 356.33 _ EXISIING TRELLIS 353.36 I I I I 1 I I +* I I 1 I I I I LANDSCAPE WALL TABLE FOR WEST SIDE OF WINDERMERE STREET POINT SiADON OFFSET DESCRIPTION TOV! AHEAD TOW BACK TOF AHEAD TCF SACK FG FRONT FG BACK A 104+05.92 59.50' L BGN WALL 354.36 -- 353.36 -- 354.0 354.0 M 104+07.92 60.76' LT PCC WALL 355.36 354.36 353.36 35.7.36 ** .354.5 N 104+11.78 63.32' LT PT },� WALL 355.86 355.36 35336 353x6 354.43 3548 0 1C4+14.93 64.96' LT PT ON WALL 356.33 355.86 353.36 353.3`) +* 355.2 P iO4+19.10 104+25.00 66.60' LT 68.03LT PT ON WALL PT ON WALL 356.66 356.86 356.36 356.86 353.86 353.86 353.3E 353.86 *< ** 356.0 356.3 R . 1041-31.08 68.56 LT EC WALL 356.85 356,86 353.86 353.86_ 354. i5 356.6 S 104+50,00 65.50' L f PT ON WALT. 356,86 356.86 31-3.86 353.86 354.43 356.6 T U 104+7500 704+887 6850' LT 5850 L1 PT ON WALL BC_NALL 356SFi- 356. R6 356.80 356.86 353.86 353.85 353.86 353.86 >* _- 356.6 356.6 V W 104+9159 104+9404 '09.08 LT 70.74' LT PT ON WAL' EC WALL355.36 355.86 356.86 355.86 353.86 353.86 353.86 353.86 354.41 354,53 35558 355.0 X 104+9540. 72.16' L'i P7 ODI WALL 35 36 355,36 353.86 353.86 354.55 354.9 Y 104+9525 75.00' LT Fi10 lNFlL -- 355.36 3,3.86.353.86 354.60 354.59 354.5 = MATCH FINISHED GRADE ALONG EXISTING DG MULTI-USIL TRAIL t LANDSCAPE WALL TABLE FOR EAST SIDE OF WINDERMERE STREET_ POINT STATION OFFSET DESCRIPTION TOW A4iEAD TOW BACK TOF AHEAD TOP BACK FG FRON F FG BACK A 104+21.10 56.33' RT URN 'WALL 354.10 -- 353.60 -- 353.85 353.9 B 104+22,75 57.88' RT aTE° WALL 355.10 35410 353.60 --- 353.93 354.3 C -104+24.69 59.04' Rt -5IEP WALL &FTG 356.10 355.10 354.10 35360 354.43 3548 D 104+26.84 59,26' RT STEP WALL 356.60 356.10 354.10 354.43 355.8 E 104+29.08 60.00' RT -� EC WALL 356.60 356.60 354.10 -- 354.43 356.2 F 104+50.00 60.00' RT PT ON VlALL 356.60 356.00"0 354.70 -- 31-4.43 356.2 104+75.00 60.x0' AT PT ON WALL 356.60_ 356.60 354?0 -- 354.43 356._2 H '105+00.00 60.00' RT PT ON WALL 356.60 356 6U 354.10 -- 354,43 356 2 1 105+15.93 60.00' RT BC WALL 356.60 356.60 354.10 354.10 I 354.43 356.2 J 105+1911 61.31' RT EC WALL 355.60 355.660 354.60 354.10 35.,.0 355.85 K 105+22.56 64.75' RT ENO WALL 355.60 T 355.60 354,60 354.60 355.4 355,85 L EXISTING TRELLIS_-. F -1 I I I I I I I I I I I I I I 1 I I I I ! 1 I w azmo wm mF F1U�k�G �h(/IU SOLL' 6rnU5.'. zt-W F�flo G F z p 3 ��oppw�Ni3� oog:a Kf-�Fw "_,J .j WUmU.2imV (9 -pQONO p-�04 wz�''L��imw�w EXISTING BLOCK WALL PER SHEET 6,� o w < w O m w ry co I\� QFZpZN pO UN I I op�asww�< �2r U'w G�rJCL'�O I LL�zw��z�nw� w O 2 2 Q W W O O ��OWOVOdG`z�- I 4¢Vis�ww��0 F I �mw27Z4gOp 'Pp2 KOmwwsiuCy ioozi=Vi a'6N 4.twi'U ww Jjajm 22`n �20�W2� F-I-ORrUV 4'6� -TAILto THIS SHEET AND REVISION U NOT TO SCALE I PTY EXISTING FACE OF WALT (PER SHEET 6 OF THESE PLANS) �._....--:�i- 1� ACK OF LANDSCAPE WALL pT T �P��._PTPW, / PT R v PT V r� PTP PT 0 o \ T 4' WDE - -- - `-FACE OF LANDSCAPE WALL / ? / T Pi M N OG PATH PTL o o e' WIDE i Id MULT-USE TRAIL �EXISTING RIGHT -OF WAY _ 16 LANDSCAPE - 6' WIDE - � � I ' LANDSCAPE AREA I 1 0� 5 W1DEPILASTER (TYP , 1 ui CONCRETE SIDEWALK EDGE OF OVERHEAD TRELLIS EXISTING ) / A / a : I / 1 q /6 1 � Y� - - - - LANDSCAPE AREA AREA EXISTING rLOWLINE fi I i WINDERMERE STREET 104+00 104+25 104+50 104+75 1054-00 105+25 I I 105+75 106+00 - I- I REGR DRAG I t I By, FF(ED W. PORTER, RCE 33448 EXR DATE I BENCH BRICK CAP- � STT\ ([OP &BOTTOM) O I Iuj � I� 108+33.41 106+25 ILu DG 1 a g4 CONT TY?--- - 2 TOTAL) SURFACE TO FC 10 0 FILTER FABRIC v `O w [x 1 CUBICFT of o GRAVEL PER jw FOOT OF WAI:.L ` o" CLR. I 6" ¢ vF 1•. g' -..r M WATERPR00F1N1G SPECIFICAl70N5 1. 'WATERPROOF SURFACE WITH 1/4" -THICK ASPHALTIC WATERPROOF COATING OR APPROVED EQUAL AS PER CITY STANDARD L-8. 3'-0" MAX RETAINING WALL r.+ NOT TO SCALE co LU zo i- w . � rj CO 0 PU��) �P)T.� A Z < w m " 05 W Q m Z m0 5. to N Lu uj y C a/ O 0 04 04 70-1 i �Dt oa<�o wpm I � owa z ga• w� m u.L � F O ; mm. w a Fii M ci � I -p 1-� a EXISTING TRELLIS_-. F -1 I I I I I I I I I I I I I I 1 I I I I ! 1 I w azmo wm mF F1U�k�G �h(/IU SOLL' 6rnU5.'. zt-W F�flo G F z p 3 ��oppw�Ni3� oog:a Kf-�Fw "_,J .j WUmU.2imV (9 -pQONO p-�04 wz�''L��imw�w EXISTING BLOCK WALL PER SHEET 6,� o w < w O m w ry co I\� QFZpZN pO UN I I op�asww�< �2r U'w G�rJCL'�O I LL�zw��z�nw� w O 2 2 Q W W O O ��OWOVOdG`z�- I 4¢Vis�ww��0 F I �mw27Z4gOp 'Pp2 KOmwwsiuCy ioozi=Vi a'6N 4.twi'U ww Jjajm 22`n �20�W2� F-I-ORrUV 4'6� -TAILto THIS SHEET AND REVISION U NOT TO SCALE I PTY EXISTING FACE OF WALT (PER SHEET 6 OF THESE PLANS) �._....--:�i- 1� ACK OF LANDSCAPE WALL pT T �P��._PTPW, / PT R v PT V r� PTP PT 0 o \ T 4' WDE - -- - `-FACE OF LANDSCAPE WALL / ? / T Pi M N OG PATH PTL o o e' WIDE i Id MULT-USE TRAIL �EXISTING RIGHT -OF WAY _ 16 LANDSCAPE - 6' WIDE - � � I ' LANDSCAPE AREA I 1 0� 5 W1DEPILASTER (TYP , 1 ui CONCRETE SIDEWALK EDGE OF OVERHEAD TRELLIS EXISTING ) / A / a : I / 1 q /6 1 � Y� - - - - LANDSCAPE AREA AREA EXISTING rLOWLINE fi I i WINDERMERE STREET 104+00 104+25 104+50 104+75 1054-00 105+25 I I 105+75 106+00 - I- I REGR DRAG I t I By, FF(ED W. PORTER, RCE 33448 EXR DATE I BENCH BRICK CAP- � STT\ ([OP &BOTTOM) O I Iuj � I� 108+33.41 106+25 ILu DG 1 a g4 CONT TY?--- - 2 TOTAL) SURFACE TO FC 10 0 FILTER FABRIC v `O w [x 1 CUBICFT of o GRAVEL PER jw FOOT OF WAI:.L ` o" CLR. I 6" ¢ vF 1•. g' -..r M WATERPR00F1N1G SPECIFICAl70N5 1. 'WATERPROOF SURFACE WITH 1/4" -THICK ASPHALTIC WATERPROOF COATING OR APPROVED EQUAL AS PER CITY STANDARD L-8. 3'-0" MAX RETAINING WALL r.+ NOT TO SCALE co LU zo i- w . � rj CO 0 PU��) �P)T.� A Z < w m " 05 W Q m Z m0 5. to N Lu uj y C a/ O 0 04 04 70-1 i �Dt k \ yrs F ; M > V 0 T. REVISIONS APPROVED 6Y: -EXISTING FLOWUNE -DATE --- - ---- __ --- ---- ---- - - T I FIR V7 G`RTER,i�E.�,�:3.8�A Nz I S te' wtOE � ' � v o LANDSCAPE AREA NO.� � E v. w NNL PADILi.A, F1.O.E. ..�.._.............. 2 r O_ } jrrn o N 5 WIDE \ CONCRETE SIDEWALK EDGE OF OVERHEAD TRELLIS-JrEXISTING PILASTER (TYP) \ �r � I i; (DATE 6/08/2095 ---- - - -- l -- �- --- - -------- - - ----a \ / _ T- PA, NR- 13-2750H - - k_- l -- - - --- --- - .--- PTA o 6.5 MD�� - , �EXISPNG RIGHT-OF-WAY T o I I LANDSfAPE AREA L _ i I \ ', E ' �_ I FACE OF AND5CAPE WAIL \ \ o TPB C �_�. -�- ---.rmrm _ s-�-..- \ SHEET PT D � o `-BASK OF LANDSCAPE WALL +, PT c b. .. z �dF ... PT G t-_-� I �-- PTH PTI 1�1 --- c � EXISTING FACc OF WALL (PER aHEET 6 OF THESE PLANS)PT yti -i � I I 1 u"' A SCALE: 1 n= 1 0�SHEETS