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HomeMy WebLinkAbout5.4-12100REVIEWED BY: TRAFFIC ENGINEER, CITY OF BAKERSFIELD REVIEWED BY: 7 /g /Zo/6-- Zv ASSISTANT PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD APPROVED BY: PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD NICOLAS G. FIDLER, R.C.E. 61069 DATE DATE - 711-�1tS 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 SHEET No. INDEX 01 TITLE SHEET 02 BLOCK WALL NOTES BLOCK WALL DETAILS 03 TYPICAL STREET SECTIONS ® WHITE LANE STATION 86 +45 — 95 +50 OO WHITE LANE STATION 95 +50 — 105 +50 O WINDERMERE STREET STATION 94 +40 — 105 +55 07 CAMPUS PARK DRIVE STATION 162 +30 — 170 +80 ® WINDERMERE STREET STATION 76 +35 — 83 +80 09 SUMP "A" BLOCK WALL LEGEND CK) SHEET INDEX NUMBER — — PROPOSED BLOCK WALL MATERIALS LIST ESTIMATED QUANTITIES FOR PLAN CHECK AND 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 �� 1 L II II II -� "1 "C" Icam J C- STOCKDALE 2,411 TR -6223 -7 TR -6001 w ] Ian HIGH SCHOOL WALL 637 LF 8' -6" WHITE LANE 216 LF 9' -6" WALL 230 LF LOT 1 PM No. TOTAL(S) PARCEL 4 P.M. 12100 PARCEL 5 PARCEL 6 LLA No. 11861 12 -0351 0 o P.M. 12100 P.M. 12100 c N a PARCEL 1 PARCEL 2 PARCEL 3 0 P.M. 12100 = — — __— _— _ —_ - -- PARCEL 11 ` p� LOT t P.M. 12100 PROJ CT `�" 17 TR -486, 13-rn7s �- _ LANDS Z ATE 'T 'IT uj w a 10 PARCEL 10� PARCEL 7 .M. 12100 P.M. 12100 OD $ S w Y m - PARCEL 13 PARCEL 12 �, < � a F r� `61 6 I I / I dFUTURE P.M. 12100 P.M. 12100 '£yes ae CL CL -I y��' I1l111t 1_ - I - -I F- TENTATIVE J TRACT 7246- - -I - L PARCEL 9 0 P.M. 12100 K DRIVE REMAINDER OF 5 I di COMMERCIAL N PARCEL "A" " i " w TR- 315 Z w OF P.M.W. 08 -1182 W VTPM 11838 W LOT 4 TR X5186 12 °w WSW 0133 1 VTPM 11838 -N- WEST MING SPECIFIC PLAN AREA VICINITY MAP NO SCALE SHEET No. INDEX 01 TITLE SHEET 02 BLOCK WALL NOTES BLOCK WALL DETAILS 03 TYPICAL STREET SECTIONS ® WHITE LANE STATION 86 +45 — 95 +50 OO WHITE LANE STATION 95 +50 — 105 +50 O WINDERMERE STREET STATION 94 +40 — 105 +55 07 CAMPUS PARK DRIVE STATION 162 +30 — 170 +80 ® WINDERMERE STREET STATION 76 +35 — 83 +80 09 SUMP "A" BLOCK WALL LEGEND CK) SHEET INDEX NUMBER — — PROPOSED BLOCK WALL MATERIALS LIST ESTIMATED QUANTITIES FOR PLAN CHECK AND 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 -A\ ��)1��1� i' \\\� -_�= 1; �_ �L�a1�� L � < \ - - ���s� - 6 1 \ (r _ TENTATIVE _ _ -�1' \��,"` I T TRACT 7254 \ \ �I I1111 11111 __ —�— 11t \1 \ -A\ \ \\ _)- I _ � r- 1 _I _1 - - - l &11< / J _TENTATIVE TRACT 7246 \�\ \ A\ �\\\ � � \\ \�\\ � � � ------------ - - - - \ \\ \ FUTURE X/ �\, \ ��\ COMMUNITY \�\�/ �/ / I III11 I \\ \ CENTER ( / / �� \ / / / / / SUMP FUTURE \ \�\ �\� / \� / /TENTATIVE / PARK SITE TRACT 72471 llakY/ << �� \��'\ S���TgT l I < / \ \� \�� TQ / %\ \ / �/,/-TENTATIVE TRACT 7248 I I N�\� � - III R1gN \ was \��� ---x ,� �� I \ / �\\\\,� / ,\s \ �\�\,/ , / ��� ����_L_j iI I \ \' �� / / T TENTATIVE / > � 41, \ / / TRACT 728$ / / i\l 1 \ / ? _ T l� Dom' _ Rim TRACT 7 I / \ / / �� / / �•►\ �� �� 245 I �I _L�1 Y/o//�� jj III BLOCK WAIL NOTE / // ��\� \ \���/I� \\ /di�/ \\ /�\ � ,d %�' —�_� F- z \/ TENTATIVE w 0 ALL BLOCK WALLS SHOWN SHALL BE �� �� // d� \ TRACT 7288 1 N w PRIVATELY MAINTAINED BY HOMEOWNER'S Of w ASSOCIATION. a LJ Z UNDERGROUND SERVICE ALERT 3 -- OF SOUTHERN CAUFORNIA / T� \� �\ / \/ \ /d/ F �:•;�\�� \ FULLER APARTMENTS IN 'SUMP B" ; KEY M AP -N / / �� HunSPICE DIAL TILL FREE 1- 800 - 227 -2600 SCALE: 1' =200' AT LEAST TWO DAYS BEFORE YOU DIG PG &E SUB - STATION BAKERSFIELD MEMORY CARE I I Q I I 5 Q Z W m 0- U - 02V0 WOtn m J w w CO W m Z W W mmw(n wQFO W� _1F�-0 �=-4-z0z U zaw=0 mr=nF W >°�°coQ IU-0w z- J,wC9w -1-�Z m mw} - zcnw3< CW7 w ~OmLUL [L �awD Z�ow� da0 w S2 co ZaF- = -4�F -- tea c�wz �woolL�U<mu viw�w Vwcjmzo C9��a�Opop4 Wwrz >pc�zsv�i�w' O W Qw �'w�CnO = 0 z,�{ 4Jt�i�0 W o -'m (0 F - J polo a _joz> z OW w<poo Q m m = U" U w W�-QWF -wzaa_ Z O W W ftwoz% 4 0. 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Ljj Ld M QOr z ~v w V) < �( �o Lu0Z% m~ p� Q� W WWX0�ZJO w0U:xa0OQF- O U I_1_) a Y Q � M Lu V) Q ' w LL_ LL. � ° O° J CE 0 U m U) LLI o //'� LJJ Z�wI- V J Qm�O~O~OUtf) Ut,IWJ°Q5 Z LiJ O_}JO U�F< �?05za m °zzw � - 1 V)00wQ� = Z> Q�C=dam _ aaL! 0- - Zn z W -xw< 1 -Z0-0 al=- 3of N'NZ °° f1 J W>- U 2 z w ZQOWL►J� z a 0 N rn W W °MFnw��cr> m: 0w=�XOw F- MUOI -000Ir _5�4- I p 1i CITY RECORD N0. 00 0 0 o, 3 W LLJ z 0 a 0 M U J 0 _o N a F- i J J Q 0 0 i V) z Q J a 0 0 AN F- i :_ 0 a E o L0 U _ z M LO O O W z L� W M Q>Uto co 0 a_ Cal) 7j) XX LL ^^ ♦♦ v J W z Y Q Ix Go C.4 N co �S W _Z p o (n CJ W W M I-- N (fl O O 0 f..L L �G\NEER * b/ 00© tin a M 3 _> U Ld v o d - U cw Z N N J � � ~ ~ ar)w L LIJ O `\ w LL uj w W = CL m Z w z w W °w WSW LL CLoa- �G\NEER * b/ 00© tin a M 3 _> U Ld v o d - U cw Q ¢vii Uw j � J N m L•L Q^ LL U) U) DATE 6/08/2015 PA JOB No. 13 -2750H SHEET OF 9 SHEETS Z N N J � � ~ ~ ar)w L LIJ U) U) DATE 6/08/2015 PA JOB No. 13 -2750H SHEET OF 9 SHEETS DATE 6/08/2015 PA JOB No. 13 -2750H SHEET OF 9 SHEETS GENERAL NOTES L_ 0 1. ALL CONSTRUCTION SHALL CONFORM TO THIS PLAN, THE CALIFORNIA BUILDING CODE, LATEST _ cZwnm=ZLWQ�o EDITION, AND STANDARDS PERTAINING THERETO, AND THE GEOTECHNICAL INVESTIGATION w U cD Li o� PREPARED BY BY SOILS ENGINEERING, INC., SEI FILE No. 13 -14568 DATED OCTOBER 14, 2013, � _j'I O SEI FILE No. 13 -14358 DATED MARCH 27, 2014, AND SEI FILE No. 14 -14892 DATED JUNE M cD m cDQ 24, 2014 AND ANY ADDENDA THERETO. THESE DOCUMENTS SHALL BE MADE A PART 0: � zirw mo�00- 0o0w HEREOF. � co 2. ALL CONSTRUCTION WITHIN THE CITY RIGHT -OF -WAY OR CITY EASEMENTS SHALL BE IN _x I O CD OD VERTICAL ACCORDANCE WITH CITY OF BAKERSFIELD STANDARDS AND STATE OF CALIFORNIA, CN E E BRICK VENEER (TYPE BY OTHERS) DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS DATED 2010. THESE 0 #3 13. STANDARDS, DRAWINGS AND DETAILS SHALL BE CONSIDERED A PART OF THESE PLANS AND © (3) #4 REBAR EA. WAY @ PILASTER THE CONTRACTOR SHALL OBTAIN A COPY FOR HIS USE. #4 3. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL NECESSARY PERMITS BEFORE START OF DI #4 VERTICAL REBAR (4 TOTAL) CONSTRUCTION. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF (1) 14. BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK TO BE PERFORMED IN THE 1. REFER TO LANDSCAPE ARCHITECT'S PLANS FOR EXISTING, ACCEPTED STREET RIGHT -OF -WAY. UNLESS SECURED BY AN IMPROVEMENT PATTERN, MANUFACTURER, GROUT ETC. AGREEMENT, APPROVED INSURANCE AND SECURITY BASED ON AN APPROVED ENGINEER'S 2. REFER 15. ESTIMATE FOR THE WORK PERFORMED WITHIN THE STREET RIGHT -OF -WAY SHALL BE POSTED PATTERN, MANUFACTURER, GROUT ETC. PRIOR TO ISSUANCE OF A PERMIT. 3. REFER 4. 24 HOUR NOTICE: PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY WALL TREATMENT NOT SHOWN ON THESE PLANS. >rwF -cn CD m CONSTRUCTION INSPECTION SECTION SHALL BE GIVEN AT LEAST 24 HOURS NOTICE. THE Zo WALL NOTES SECTION MAY BE NOTIFIED AT (661) 326 -3049. w i CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING AND GRADING ALONG THE WALL LINE. U) 5. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING DIMENSIONS, DATA AND MEASUREMENTS AT CD ASTM D -1557 TO A DEPTH OF 12 INCHES BELOW BOTTOM OF FOOTING. THE BUILDING SITE PRIOR TO CONSTRUCTION. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS 0 x O EXCAVATED AREAS WIDER THAN WIDTH OF FOOTING SHALL BE RECOMPACTED TO 90% RELATIVE ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. PORTER & U 0 ; COMPACTION TO TOP OF FOOTING OR FILLED WITH CONCRETE. ASSOCIATES, INC. MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND Ln x ° FOR ALL BLOCK WALLS WITHIN THE CITY RIGHT -OF -WAY OR EASEMENTS, THE CONTRACTOR CONDITIONS SHOWN BY THESE DRAWINGS. - - WILL BE RESPONSIBLE FOR COMPACTION TESTS. THE NUMBER AND LOCATION OF TESTS TO BE Cr� Li 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 U THAT PORTION BELOW HIGHEST GRADE SIDE DOWN TO FOOTING. OMISSIONS. THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF THE LOCATION AND `- 0 DEPTH OF ALL UTILITIES PRIOR TO BEGINNING OF ANY WORK. UNDERGROUND SERVICE ALERT m (U.S.A.: 1 -800- 227 -2600) SHALL BE CONTACTED AT LEAST TWO WORKING DAYS PRIOR TO ANY CONSTRUCTION OR EXCAVATION. 7. ANY EXISTING IMPROVEMENTS OR UTILITIES THAT ARE REMOVED, DAMAGED OR UNDERCUT BY CONTRACTOR'S OPERATIONS SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE, AS DIRECTED BY THE ENGINEER AND APPROVED BY THE GOVERNING AUTHORITY. 8. IF A PROBLEM OR CONFLICT SHOULD ARISE DURING THE COURSE OF THE PROJECT, IT IS THE RESPONSIBILITY OF THE OWNER OR THE CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIATELY PRIOR TO ANY FURTHER WORK. 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 PL 2" BRICK CAP LANDSCAPE LOT SIDE #4 CONT. @ 32" O.C. MAX RESIDENTIAL LOT SIDE CD #4 CONT. TYP. > 0 0 Im CD Q #4 c z z_ z � OMIT HEAD CTR. JOINTS @ FG 0 � w o I � � O *FG j1 Q J ,. 0 U) a ° ALTERNATE d LEGS ° ° d I ^ ° ° AL 4 r G o' U � 2' - 3" ~ 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 * HIGH SIDE FG VARIES A 7' -0" OR 7' -6" WALL ^' MID- SECTION N.T.S. 2" BRICK CAP LANDSCAPE LOT SIDE PL #4 CONT. @ 32" O.C. RESIDENTIAL LOT SIDE io c I w ch _ r_ D� 0 x 0 V0 _x O LO ,-CO_1 �LL_ r- 00 le t U O m PL 2" BRICK CAP LANDSCAPE LOT SIDE #4 CONT. @ 32" O.C. MAX RESIDENTIAL LOT SIDE 0 Li #4 CONT. TYP. ,,j o 10 m CD Q z_ i = OMIT HEAD---,,,, Q JOINTS @ FG CTR. o m CD #4 CONT. TYP.- (3 TOTAL) 3" CLR TYP. - #4 CONT. TYP. CD LL- w o� CTR. m z_ #4 @ 32 "O.C. 12. GROUT ALL CELLS CONTAINING REBAR, TYPICAL. *FG j WATERPROOFING SPECIFICATIONS 1. WATERPROOF SURFACE WITH 1/4" -THICK ASPHALTIC WATERPROOF COATING OR APPROVED EQUAL AS PER CITY STANDARD L -8. STRUCTURAL NOTES GENERAL NOTES 1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE SECTIONS OF THE CALIFORNIA BUILDING CODE, LATEST EDITION. FOUNDATION NOTES 1. FOR ALLOWABLE SOIL BEARING VALUES REFER TO THE SOILS REPORT AS PROVIDED. CONCRETE NOTES 1. MATERIALS: 1. REINFORCING: ASTM A615, GRADE 60 DEFORMED BARS. 2. CEMENT: PORTLAND CEMENT, TYPE 11, ASTM C -150. 3. AGGREGATE: ASTM C -33. 4. WATER: CLEAN AND DRINKABLE. 5. ADMIXTURES: ONLY AS APPROVED BY THE ENGINEER. 2. CONCRETE MIX DESIGN FOR FOOTINGS: 1. CLASS 3 CONCRETE, 2500 PSI AT 28 DAYS. 2. 505 LB OF CEMENT (MIN) PER CUBIC YARD. 3. 3/4" AGGREGATE (MAX). 4. 5" SLUMP - MAXIMUM WATER /CEMENT RATIO: 0.50 (MAX). MASONRY NOTES 1. MATERIALS: 1. CONCRETE BLOCK MASONRY UNITS: ASTM C -90. 2. REINFORCING: ASTM A615, GRADE 60 DEFORMED BARS. 3. ADMIXTURES: ONLY AS APPROVED BY THE ENGINEER. 2. MORTAR: 1. STRENGTH: TYPE S, 1900 PSI @ 28 DAYS. 3. GROUT: 1. STRENGTH: 2000 PSI @ 28 DAYS. 2. CONCRETE BLOCK MASONRY UNITS SHALL BE DRY AND CLEAN BEFORE GROUTING OPERATION. 0 *FG Ix o Q J O ° ALTERNATE d a ° LEGS 0 1 � 1' -9" J ° 2' -9" * HIGH SIDE FG VARIES 7' -0" OR 7' -6" WALL ^ END- SECTION N.T.S. MORTAR FILLET CTR. #5 @ 32" O.C. z WATERPROOF z D cn (D 0 SURFACE TO FG X ^I CD I W� m `x N FILTER FABRIC x J 0 U 1 CUBIC FT OF c/) o o OMI GRAVEL PER 0 m JOINTS @ FG FOOT OF WALL *FG SEE NOTE ALTERNATE d LEGS N #4 CONT. TYP. d t (3 TOTAL) __ ° r 3" CLR. TYP. NOTE: 1' -0" 1' -9" 0 INSTALL 4" DIA. PERFORATED PVC DRAIN PIPE ON RETAINING SIDE OF WALL IN LOCATIONS SHOWN ON PLAN VIEW. * HIGH SIDE FG VARIES 9'-6 pp WALL MID- SECTION N.T.S. 2" BRICK CAP LANDSCAPE LOT SIDE Li 0 Y W U CD ofO1 �m 0 O O ^x O m x I O (.0 N CTR. #4 (g JL U.U.- - cn �D 0 W co X _I (D CTR. 0-2 Y OMIT HEAD- 000 U JOINTS @ FG ° 0 � *FG ° m ° ° PL #4 CON T. @ 32" O.C. MAX RESIDENTIAL LOT SIDE - #4 @ 32 "0. C. - #4 CONT. TYP #4 CONT. @ 32" O.0 I ENGINEER IN RESPONSIBLE CHARGE. L_ 0 12. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR _ cZwnm=ZLWQ�o JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; INCLUDING w U cD Li o� EROSION, SEDIMENTATION & DUST CONTROL PLAN AND STORM WATER POLLUTION PREVENTION � _j'I O PLAN IMPLEMENTATION AND THE SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS M cD m cDQ REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING 0: � zirw mo�00- 0o0w HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND � co d THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION _x I O CD OD VERTICAL WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM CN E E BRICK VENEER (TYPE BY OTHERS) THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 0 #3 13. IF THE CONTRACTOR IS IN DOUBT AS TO THE MEANING OF ANY PART OF THE DRAWINGS AND © (3) #4 REBAR EA. WAY @ PILASTER SPECIFICATIONS OR FINDS DISCREPANCIES IN OR OMISSIONS FROM THE DRAWINGS, HE SHALL #4 VERTICAL REBAR (6 TOTAL) SUBMIT A WRITTEN REQUEST FOR AN INTERPRETATION OR A CORRECTION THEREOF, PRIOR TO DI #4 VERTICAL REBAR (4 TOTAL) FILING HIS BID PRICE FOR THE PROJECT. (1) 14. PORTER & ASSOCIATES, INC. WILL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED 1. REFER TO LANDSCAPE ARCHITECT'S PLANS FOR CHANGES TO OR USES OF THESE PLANS. ANY AND ALL CHANGES TO THESE PLANS MUST BE PATTERN, MANUFACTURER, GROUT ETC. APPROVED IN WRITING BY PORTER & ASSOCIATES, INC. 2. REFER 15. NORMAL STAKING AND MARKING OF THE PROJECT WILL BE SUPPLIED ONLY ONCE. ALL PATTERN, MANUFACTURER, GROUT ETC. RESTAKING OR REMARKING SHALL BE AT THE EXPENSE OF THE CONTRACTOR. 3. REFER 16. FOR OTHER IMPROVEMENTS NOT SHOWN, REFER TO GRADING PLAN, STREET PLANS, SEWER & WALL TREATMENT NOT SHOWN ON THESE PLANS. >rwF -cn CD m STORM DRAIN PLANS, WATER PLANS AND DRY UTILITY PLANS FOR THIS MAP, M W O W w V? 0 j WALL NOTES W W 00wz�4:0 >•U 1. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING AND GRADING ALONG THE WALL LINE. 2• BEARING SOIL SHALL BE COMPACTED TO 90% OF MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D -1557 TO A DEPTH OF 12 INCHES BELOW BOTTOM OF FOOTING. 3• EXCAVATED AREAS WIDER THAN WIDTH OF FOOTING SHALL BE RECOMPACTED TO 90% RELATIVE COMPACTION TO TOP OF FOOTING OR FILLED WITH CONCRETE. 4. FOR ALL BLOCK WALLS WITHIN THE CITY RIGHT -OF -WAY OR EASEMENTS, THE CONTRACTOR WILL BE RESPONSIBLE FOR COMPACTION TESTS. THE NUMBER AND LOCATION OF TESTS TO BE DETERMINED BY THE CITY ENGINEER. 5. WATERPROOF SURFACE IN ACCORDANCE WITH WATERPROOFING SPECIFICATIONS. COAT ONLY Y 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 SPACING OF 16 INCHES ON CENTER. DO NOT WATERPROOF OVER OMITTED HEAD JOINTS. cn _ CD cx 7. FOR BLOCK WALLS THAT SERVE AS SCREEN FENCES, PROVIDE VERTICAL EXPANSION JOINTS 0 0 WITH 3/8" -MAX. GAP AT 48 FOOT INTERVALS ALONG THE ENTIRE LENGTH OF THE CONCRETE 0: MASONRY BLOCK WALL. CONTINUE REINFORCEMENT THROUGH THE GAP. 8. THE HEIGHT OF BLOCK WALLS THAT SERVE AS SCREEN FENCES SHALL BE 6' -0" MIN. 0 MEASURED FROM THE HIGHEST ADJACENT GROUND. 9. MASONRY BLOCK WALL PATTERN SHALL BE RUNNING BOND (COMMON BOND), UNLESS OTHERWISE NOTED. 10. ALL REBAR OVERLAPPING SHALL BE 24 INCHES, UNLESS OTHERWISE NOTED. 11. ALL REBAR ADJACENT TO SOIL SHALL HAVE 3 INCH MIN. CONCRETE COVER. * HIGH SIDE FG VARIES A 7' -0" OR 7' -6" WALL ^' MID- SECTION N.T.S. 2" BRICK CAP LANDSCAPE LOT SIDE PL #4 CONT. @ 32" O.C. RESIDENTIAL LOT SIDE io c I w ch _ r_ D� 0 x 0 V0 _x O LO ,-CO_1 �LL_ r- 00 le t U O m PL 2" BRICK CAP LANDSCAPE LOT SIDE #4 CONT. @ 32" O.C. MAX RESIDENTIAL LOT SIDE 0 Li #4 CONT. TYP. ,,j o 10 m CD Q z_ i = OMIT HEAD---,,,, Q JOINTS @ FG CTR. o m CD #4 CONT. TYP.- (3 TOTAL) 3" CLR TYP. - #4 CONT. TYP. CD LL- w o� CTR. m z_ #4 @ 32 "O.C. 12. GROUT ALL CELLS CONTAINING REBAR, TYPICAL. *FG j WATERPROOFING SPECIFICATIONS 1. WATERPROOF SURFACE WITH 1/4" -THICK ASPHALTIC WATERPROOF COATING OR APPROVED EQUAL AS PER CITY STANDARD L -8. STRUCTURAL NOTES GENERAL NOTES 1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE SECTIONS OF THE CALIFORNIA BUILDING CODE, LATEST EDITION. FOUNDATION NOTES 1. FOR ALLOWABLE SOIL BEARING VALUES REFER TO THE SOILS REPORT AS PROVIDED. CONCRETE NOTES 1. MATERIALS: 1. REINFORCING: ASTM A615, GRADE 60 DEFORMED BARS. 2. CEMENT: PORTLAND CEMENT, TYPE 11, ASTM C -150. 3. AGGREGATE: ASTM C -33. 4. WATER: CLEAN AND DRINKABLE. 5. ADMIXTURES: ONLY AS APPROVED BY THE ENGINEER. 2. CONCRETE MIX DESIGN FOR FOOTINGS: 1. CLASS 3 CONCRETE, 2500 PSI AT 28 DAYS. 2. 505 LB OF CEMENT (MIN) PER CUBIC YARD. 3. 3/4" AGGREGATE (MAX). 4. 5" SLUMP - MAXIMUM WATER /CEMENT RATIO: 0.50 (MAX). MASONRY NOTES 1. MATERIALS: 1. CONCRETE BLOCK MASONRY UNITS: ASTM C -90. 2. REINFORCING: ASTM A615, GRADE 60 DEFORMED BARS. 3. ADMIXTURES: ONLY AS APPROVED BY THE ENGINEER. 2. MORTAR: 1. STRENGTH: TYPE S, 1900 PSI @ 28 DAYS. 3. GROUT: 1. STRENGTH: 2000 PSI @ 28 DAYS. 2. CONCRETE BLOCK MASONRY UNITS SHALL BE DRY AND CLEAN BEFORE GROUTING OPERATION. 0 *FG Ix o Q J O ° ALTERNATE d a ° LEGS 0 1 � 1' -9" J ° 2' -9" * HIGH SIDE FG VARIES 7' -0" OR 7' -6" WALL ^ END- SECTION N.T.S. MORTAR FILLET CTR. #5 @ 32" O.C. z WATERPROOF z D cn (D 0 SURFACE TO FG X ^I CD I W� m `x N FILTER FABRIC x J 0 U 1 CUBIC FT OF c/) o o OMI GRAVEL PER 0 m JOINTS @ FG FOOT OF WALL *FG SEE NOTE ALTERNATE d LEGS N #4 CONT. TYP. d t (3 TOTAL) __ ° r 3" CLR. TYP. NOTE: 1' -0" 1' -9" 0 INSTALL 4" DIA. PERFORATED PVC DRAIN PIPE ON RETAINING SIDE OF WALL IN LOCATIONS SHOWN ON PLAN VIEW. * HIGH SIDE FG VARIES 9'-6 pp WALL MID- SECTION N.T.S. 2" BRICK CAP LANDSCAPE LOT SIDE Li 0 Y W U CD ofO1 �m 0 O O ^x O m x I O (.0 N CTR. #4 (g JL U.U.- - cn �D 0 W co X _I (D CTR. 0-2 Y OMIT HEAD- 000 U JOINTS @ FG ° 0 � *FG ° m ° ° PL #4 CON T. @ 32" O.C. MAX RESIDENTIAL LOT SIDE - #4 @ 32 "0. C. - #4 CONT. TYP #4 CONT. @ 32" O.0 I 12" i _ 2' -4" _ L_ 0 r 1 r (6 "x6 "x16" BLOCK & _ cZwnm=ZLWQ�o SLIGHT BEND w U cD Li o� MONUMENT WALL PILASTER � _j'I O FILTER FABRIC M cD m cDQ � 0: � zirw mo�00- 0o0w FOOT OF WALL � co d I 00 _x I O CD OD VERTICAL 0 CN E E BRICK VENEER (TYPE BY OTHERS) 0 I 0 #3 TIES @ 24" O.C. LV + CO © (3) *FG 12" i _ 2' -4" _ j r 1 r (6 "x6 "x16" BLOCK & ORTAR FILLET cZwnm=ZLWQ�o SLIGHT BEND z� WATERPROOF MONUMENT WALL PILASTER SURFACE TO FG c° w CD FILTER FABRIC `v Q - 1 CUBIC FT OF � GRAVEL PER zirw mo�00- 0o0w FOOT OF WALL BLOCK PER WALL DETAIL d ALTERNATE 11 _ T #4 CONT. TYP. a a I LEGS ° (3 TOTAL) 3" CLR. --� I--� TYP. 1' -9" * HIGH SIDE FG VARIES „ _ -- 2 - 6 � NOTE: OMIT GRAVEL BACKFILL AND FILTER FABRIC FOR LESS THAN 2' -0" OF RETAINING. 8' -0" OR 8' -6" WALL MID- SECTION N.T.S. o' w cn J H c� I EDGE OF FOOTING T------ -r - - -- ,r------- - - - - -- C I q I H 1 H I I _- _ Q -� I �, �< o 0 o � mmull rmlw,a IV 1.1=121 i o - - -- N - _X 0 -J - o �x LL_ W E q I I- -___ -_ -- L- - - -�- -- J EDGE OF FOOTING I F H I -4- - - - - -- - --I-- i 12" 2' -0" 12" (4)8 "x6 "x16" BLOCKS MONUMENT WALL "FULL" PILASTER ^' MID- SECTION N.T.S. W 0 Q r UO EDGE OF FOOTING f- - -- --- I - - - - -� ------ - - - - -� I q I �� G Io I 1 � a- - - - - - -- -� -- - - - --I o X `. i `x E L - -- 00 EDGE OF FOOTING-/ 0 (3)8 "x6 "x16" BLOCKS TYPICAL WALL "FALSE" PILASTER N.T.S. 2" BRICK CAP IL LANDSCAPE LOT SIDE CTR. _ #4 CONT. @ 32" O.C. MAX RESIDENTIAL LOT SIDE - #4 @ 24 "O.C. - #4 CONT. TYP #4 CONT. *FG MORT. #4 @ 24" O.C, SLIGH o WATEf cwn X _I z SURFf - (0 C\j g CTR. D =X Y - OMIT HEAD FILTEF 00 U `II' JOINTS @ FG 1 CUE 0 m 1 *FG GRAVE ' FOOT ,� �� ��� #4 CONT. TYP. ° II LEGS ° (3 TOTAL) 3" CLR. -- I-- TYP. 1' -0" 2' -0" - 3' -0 "- F * 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. C� w o> I° M CD Q Z - L0 I �1 B / / Q / \ EDGE OF FOOTING I/ -7=-7 -1 r PILASTER H I I_� J II EDJ --- 4- - - EDGE OF FOOTING-/ I - I 1--- -�� - -- - - -- I V 12" i _ 2' -4" _ j 12" r 1 r (6 "x6 "x16" BLOCK & `J C) cZwnm=ZLWQ�o 6 "x6 "x12" BLOCK) a�� Of=��Z0Z M MONUMENT WALL PILASTER CA O ^' CORNER N.T.S. WALL CONSTRUCTION NOTES wX0 ¢ZC�n0 U- c�� _ Im,,MWIWO, m FA FOOTING REINFORCEMENT PER WALL DETAIL zirw mo�00- 0o0w ® SLUMP BLOCK PER WALL DETAIL U COO to X © CONTINUOUS REBAR PER WALL DETAIL o OD VERTICAL REBAR PER WALL DETAIL 0�:O c 03; j " wE>_l0?Z2wm� E E BRICK VENEER (TYPE BY OTHERS) owQwz0-Cwi --0 0 #3 TIES @ 24" O.C. LV + CO © (3) #4 REBAR EA. WAY @ PILASTER o zWaW -9z> ¢a �a #4 VERTICAL REBAR (6 TOTAL) N Z M DI #4 VERTICAL REBAR (4 TOTAL) ° w Z a~ w> p<' z°waow (1) #4 REBAR @ FOOTING BUMP OUT COO O 1. REFER TO LANDSCAPE ARCHITECT'S PLANS FOR BRICK COLOR, PATTERN, MANUFACTURER, GROUT ETC. 2. REFER TO LANDSCAPE ARCHITECT'S PLANS FOR BLOCK COLOR, PATTERN, MANUFACTURER, GROUT ETC. 3. REFER TO LANDSCAPE ARCHITECT'S PLANS FOR MONUMENT WALL TREATMENT NOT SHOWN ON THESE PLANS. >rwF -cn CD m V U- o a U p %00 r 1 J z°% z o °w a `J C) cZwnm=ZLWQ�o Z ° a�� Of=��Z0Z M w =¢z -Zw W�0 ° CA O �cn2wZ >m�¢ cn11} �0z -jU) U U) M _ W 22>y JC/J2mzIn Z O wX0 ¢ZC�n0 U- c�� _ Im,,MWIWO, m �' N Q W <''? zirw mo�00- 0o0w cr <=.Z 0Z° ~viz ~m �- O U COO to X ¢w°U o ci mz0 U- 0�:O c 03; j " wE>_l0?Z2wm� Z � V) m owQwz0-Cwi --0 w m N SoEoz w Q p LV + CO oo�Z �ozF -' C45 W N M Z NO o zWaW -9z> ¢a �a U) P:crul zoa N Z M aVacn z o W w W p a� Q¢ .� w W ° w Z a~ w> p<' z°waow N v=°,Z +-zw ¢U W ti _m��zcncn0 COO O O wc� v,wW cl z<ww0Ln Tm Q- 'Ow8Oq ?p2(J5Jw2 a'w QQo >o�o�K xwR�d'w WSWZpm w¢o�Z >cn?ac�n L >rwF -cn CD m M W O W w V? 0 j W W 00wz�4:0 >•U r220 CL 000r<M KOR Y U U U o ° m m I � N N X X C co X co N i w w u- cn w z w = J m W w w W W LL a O a �NEER ♦c b� ro ti 0 4 � Q w � > U °rL o� Ld C' o o- dr `fir iL Q 0 L 0 0 0 Z ui N u) Q � J J < W � o U z co ry 2 oV J o _A �l L( Till o Q3 w Z 7 ~ w T_ cn 0 z 0 i 0 i 0 _o N d s Q 0 N i V) z cn q o o uj N DATE 6/08/2015 PA JOB No. 13 -2750H SHEET :_ 'o a 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. LEGEND 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 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 v, W In 00 W Lo rn 0 i ct�I w w Q� Q Q\ _ Q to 00 wI r7� ow + t + J L0 J c0 J c0 J UI O)U mu O)U Ld cnI V) Q Q + J r U rn U J I I 98------- - - -99— 100 — — — — — — — — — — — — — — — — �_ — S89'19'48 "E PROPOSED MEDIAN J T v 826.27' w ui cn Q d U w Iw Q I +� O) J QT U I I w w Q w U t 101 102 103 104 105 105+82.46 ---------------------- - - - --- ----- f--- - - - - -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — Q �Q �Q �� I� Q �Q n +a- Ira +a I +a +a w w � J + d N J O U OF SIGH V1 Q a v rY o f o FUTURE TRACT 7246 0 o f O J O J J Q Qj (BY SEPARATE PLANS) w L z �� a- o �0- CD 4LO c0J Ln �J +J +U +� NU �C-D CD Q O Q O Q m Lo Ln I 185.31' � w w � cn V) U) • n up co t 2 + d I+ d + d IOU CD C) I�V �U 60' 3' 8' 22' 22' 8' LIVERPOOL WAY (BY SEPARATE PLANS) o O ai -i J N F- + J + -i ,-) U ") U O Z O Z WHITE LANE —N— HORIZONTAL: 1"=50' VERTICAL: 1"=5' 2 2 2 2 58.0± L.F. 576.0± L.F. I 307.7± L.F. 69.5± L.F. !- Z J I C� I- J C _j F- J �- J J F- J o' J �< �� �< fjf� Of < < < LL- O U O O Z CD O Z O O O O q O O (.0 O O Z_ O- O Z_ O- O Z O O O O J O �Q �a- d a- d CL cn 0- o') J mQ 0i 0- ^CL I- r- CL r` W r` a_ Li.l f` CL r` r` r- Q r` ?� r` O O 0) � N � CV cn N � r7 UD rl) {D 00 CD O m � C� UJ � 0 O O O O O d Z re) Oz_ cDZ (DZ �Z O I� � � d O Q cfl Q Q Q O r7 N Co 0) r7 c0 0_ Q N O + + + + + _+ + + + w + U + d c0 i� 00 O N r) ro ~ + O) 0) rn O O O O O O nO 367 ................ ....... ............................... ............367 ........................................................................................ ............................... TOW= 365.80 . . . . . . . . . . . . . . . . . . . . . . . . . . . . .TOW =3 . . . . . . . . . . . . . . TOW 364-30. . . . . . . . . . d . TOW =363.80 . . . . . . TOW= 363.30 . . . . . . . . . . 362:...:...:..W:... :_ ...:...: ...:...:...:...:...:...:...:... :... :...:...:... :... :...:...:.. :...:...:...:...:...: :........... ..... ... ............. ..... :.. ... ...........:362 ,. , . �. :� cn -- - .... ... ........ ........ ..... ....... ..... .... .............:� . ...... ... .............. , ...... ... ... ........... . w. - - - -- - - - -� . r141 FILE I ICE . . ------- -• - - -- . �. ------ - - - - -- --- - - - - -. --- - - - - -- ---- - - - - -- - - - - =- S( TREETDSIDE)4 FNI(7246GPADESDE)F - ------- _---- - - - - -- ------------------------ 357 ...- - - - -.- -.. -.- - -. ._, __ -� ...... ....... ..... _ �� _ _____- - =__ - -_ _— .... - - - -- -- . - -_, -- _---- - - - - -- - -- -- 357 --------------- - - - - -- - - - - - - - - - - - — - - - - - - - - - - - - - - - --------------------------------- . - - -- -- TOF= 356.30 . . TOF =35 .80 — — — — — — — — — — — — — — — — — — --- — — — — — — --- — — — .-- T----- :----- - - - - -= ----------------- T�DESIGN FLOWI.INE PROFILE 352 ........................... .................................. .. ........................ .:................ ............................... ........................ .............I..............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 BLOCK WALL PROFILE (SOUTH SIDE) U �dUO wOcn J Z OU Uwwjw WZQI -¢- wmw`�WW¢i =o o �- �z Z w LOU- S w�O >roO F zZ- H o w� Q 0; � �w��QZ�w� w x0� =wcnUQ Q � �-WERoO wa00 -w¢�� u) W w W Y } W L U -s ZzOOwaZO3 Z 90:> j O o�0 U Z= w z r < - ~ Q o ;z m 0E o 6 o �Z'= a0�Zogwwoo Zwgwc OT6 -0 a d� z z o w T T o w o 0a O pcn U= U W H Z W Q 0 Z > U o L LzLj uwiw�< aUUZ� =ZQ z w O W OU O a_ J Q z¢ ~O > Q> J p LUL) LL w W Q Z inwhQ wW wW ,-, w¢0wZ m¢ 0 03 co FJ5 ¢w�wwcJjZo> wwoowzQuwi - U _ z O M c� W z W 5 M Q > U � co o X ILL (� z � m CV W a� `co Z m O W W N M co F— C O CO I..L� O O`V bi Q CL �- Fes" w w = \`j \\ O z a_ 0 J m Z w � g w 0 n � � LL. w p a \NEER b/ 00 lz- ado Q U O o cyNy O L0 CD + uo O) O z CN , < U-) O + V / J � Q • J Q Q � U) U � W �7,- o C) 0 z o 0 J J 3 3 L w J 0 0 O z Q Q 4 0 Il r7 U III CL cn J €III a F- / V) Z Z Q o O > o Lu N - Q I DATE 6/08/2015 / PA JOB No. 13 -2750H E SHEET 0 a E 0 I r` N OF 9 SHEETS 5i,�IIac(D W 95 9 96 __________97 _' — — — — — --------------------------------- i ct�I w w Q� Q Q\ _ Q to 00 wI r7� ow + t + J L0 J c0 J c0 J UI O)U mu O)U Ld cnI V) Q Q + J r U rn U J I I 98------- - - -99— 100 — — — — — — — — — — — — — — — — �_ — S89'19'48 "E PROPOSED MEDIAN J T v 826.27' w ui cn Q d U w Iw Q I +� O) J QT U I I w w Q w U t 101 102 103 104 105 105+82.46 ---------------------- - - - --- ----- f--- - - - - -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — Q �Q �Q �� I� Q �Q n +a- Ira +a I +a +a w w � J + d N J O U OF SIGH V1 Q a v rY o f o FUTURE TRACT 7246 0 o f O J O J J Q Qj (BY SEPARATE PLANS) w L z �� a- o �0- CD 4LO c0J Ln �J +J +U +� NU �C-D CD Q O Q O Q m Lo Ln I 185.31' � w w � cn V) U) • n up co t 2 + d I+ d + d IOU CD C) I�V �U 60' 3' 8' 22' 22' 8' LIVERPOOL WAY (BY SEPARATE PLANS) o O ai -i J N F- + J + -i ,-) U ") U O Z O Z WHITE LANE —N— HORIZONTAL: 1"=50' VERTICAL: 1"=5' 2 2 2 2 58.0± L.F. 576.0± L.F. I 307.7± L.F. 69.5± L.F. !- Z J I C� I- J C _j F- J �- J J F- J o' J �< �� �< fjf� Of < < < LL- O U O O Z CD O Z O O O O q O O (.0 O O Z_ O- O Z_ O- O Z O O O O J O �Q �a- d a- d CL cn 0- o') J mQ 0i 0- ^CL I- r- CL r` W r` a_ Li.l f` CL r` r` r- Q r` ?� r` O O 0) � N � CV cn N � r7 UD rl) {D 00 CD O m � C� UJ � 0 O O O O O d Z re) Oz_ cDZ (DZ �Z O I� � � d O Q cfl Q Q Q O r7 N Co 0) r7 c0 0_ Q N O + + + + + _+ + + + w + U + d c0 i� 00 O N r) ro ~ + O) 0) rn O O O O O O nO 367 ................ ....... ............................... ............367 ........................................................................................ ............................... TOW= 365.80 . . . . . . . . . . . . . . . . . . . . . . . . . . . . .TOW =3 . . . . . . . . . . . . . . TOW 364-30. . . . . . . . . . d . TOW =363.80 . . . . . . TOW= 363.30 . . . . . . . . . . 362:...:...:..W:... :_ ...:...: ...:...:...:...:...:...:...:... :... :...:...:... :... :...:...:.. :...:...:...:...:...: :........... ..... ... ............. ..... :.. ... ...........:362 ,. , . �. :� cn -- - .... ... ........ ........ ..... ....... ..... .... .............:� . ...... ... .............. , ...... ... ... ........... . w. - - - -- - - - -� . r141 FILE I ICE . . ------- -• - - -- . �. ------ - - - - -- --- - - - - -. --- - - - - -- ---- - - - - -- - - - - =- S( TREETDSIDE)4 FNI(7246GPADESDE)F - ------- _---- - - - - -- ------------------------ 357 ...- - - - -.- -.. -.- - -. ._, __ -� ...... ....... ..... _ �� _ _____- - =__ - -_ _— .... - - - -- -- . - -_, -- _---- - - - - -- - -- -- 357 --------------- - - - - -- - - - - - - - - - - - — - - - - - - - - - - - - - - - --------------------------------- . - - -- -- TOF= 356.30 . . TOF =35 .80 — — — — — — — — — — — — — — — — — — --- — — — — — — --- — — — .-- T----- :----- - - - - -= ----------------- T�DESIGN FLOWI.INE PROFILE 352 ........................... .................................. .. ........................ .:................ ............................... ........................ .............I..............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 BLOCK WALL PROFILE (SOUTH SIDE) U �dUO wOcn J Z OU Uwwjw WZQI -¢- wmw`�WW¢i =o o �- �z Z w LOU- S w�O >roO F zZ- H o w� Q 0; � �w��QZ�w� w x0� =wcnUQ Q � �-WERoO wa00 -w¢�� u) W w W Y } W L U -s ZzOOwaZO3 Z 90:> j O o�0 U Z= w z r < - ~ Q o ;z m 0E o 6 o �Z'= a0�Zogwwoo Zwgwc OT6 -0 a d� z z o w T T o w o 0a O pcn U= U W H Z W Q 0 Z > U o L LzLj uwiw�< aUUZ� =ZQ z w O W OU O a_ J Q z¢ ~O > Q> J p LUL) LL w W Q Z inwhQ wW wW ,-, w¢0wZ m¢ 0 03 co FJ5 ¢w�wwcJjZo> wwoowzQuwi - U _ z O M c� W z W 5 M Q > U � co o X ILL (� z � m CV W a� `co Z m O W W N M co F— C O CO I..L� O O`V bi Q CL �- Fes" w w = \`j \\ O z a_ 0 J m Z w � g w 0 n � � LL. w p a \NEER b/ 00 lz- ado Q U O o cyNy O L0 CD + uo O) O z CN , < U-) O + V / J � Q • J Q Q � U) U � W �7,- o C) 0 z o 0 J J 3 3 L w J 0 0 O z Q Q 4 0 Il r7 U III CL cn J €III a F- / V) Z Z Q o O > o Lu N - Q I DATE 6/08/2015 / PA JOB No. 13 -2750H E SHEET 0 a E 0 I r` N OF 9 SHEETS 5i,�IIac(D Ld cnI V) Q Q + J r U rn U J I I 98------- - - -99— 100 — — — — — — — — — — — — — — — — �_ — S89'19'48 "E PROPOSED MEDIAN J T v 826.27' w ui cn Q d U w Iw Q I +� O) J QT U I I w w Q w U t 101 102 103 104 105 105+82.46 ---------------------- - - - --- ----- f--- - - - - -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — Q �Q �Q �� I� Q �Q n +a- Ira +a I +a +a w w � J + d N J O U OF SIGH V1 Q a v rY o f o FUTURE TRACT 7246 0 o f O J O J J Q Qj (BY SEPARATE PLANS) w L z �� a- o �0- CD 4LO c0J Ln �J +J +U +� NU �C-D CD Q O Q O Q m Lo Ln I 185.31' � w w � cn V) U) • n up co t 2 + d I+ d + d IOU CD C) I�V �U 60' 3' 8' 22' 22' 8' LIVERPOOL WAY (BY SEPARATE PLANS) o O ai -i J N F- + J + -i ,-) U ") U O Z O Z WHITE LANE —N— HORIZONTAL: 1"=50' VERTICAL: 1"=5' 2 2 2 2 58.0± L.F. 576.0± L.F. I 307.7± L.F. 69.5± L.F. !- Z J I C� I- J C _j F- J �- J J F- J o' J �< �� �< fjf� Of < < < LL- O U O O Z CD O Z O O O O q O O (.0 O O Z_ O- O Z_ O- O Z O O O O J O �Q �a- d a- d CL cn 0- o') J mQ 0i 0- ^CL I- r- CL r` W r` a_ Li.l f` CL r` r` r- Q r` ?� r` O O 0) � N � CV cn N � r7 UD rl) {D 00 CD O m � C� UJ � 0 O O O O O d Z re) Oz_ cDZ (DZ �Z O I� � � d O Q cfl Q Q Q O r7 N Co 0) r7 c0 0_ Q N O + + + + + _+ + + + w + U + d c0 i� 00 O N r) ro ~ + O) 0) rn O O O O O O nO 367 ................ ....... ............................... ............367 ........................................................................................ ............................... TOW= 365.80 . . . . . . . . . . . . . . . . . . . . . . . . . . . . .TOW =3 . . . . . . . . . . . . . . TOW 364-30. . . . . . . . . . d . TOW =363.80 . . . . . . TOW= 363.30 . . . . . . . . . . 362:...:...:..W:... :_ ...:...: ...:...:...:...:...:...:...:... :... :...:...:... :... :...:...:.. :...:...:...:...:...: :........... ..... ... ............. ..... :.. ... ...........:362 ,. , . �. :� cn -- - .... ... ........ ........ ..... ....... ..... .... .............:� . ...... ... .............. , ...... ... ... ........... . w. - - - -- - - - -� . r141 FILE I ICE . . ------- -• - - -- . �. ------ - - - - -- --- - - - - -. --- - - - - -- ---- - - - - -- - - - - =- S( TREETDSIDE)4 FNI(7246GPADESDE)F - ------- _---- - - - - -- ------------------------ 357 ...- - - - -.- -.. -.- - -. ._, __ -� ...... ....... ..... _ �� _ _____- - =__ - -_ _— .... - - - -- -- . - -_, -- _---- - - - - -- - -- -- 357 --------------- - - - - -- - - - - - - - - - - - — - - - - - - - - - - - - - - - --------------------------------- . - - -- -- TOF= 356.30 . . TOF =35 .80 — — — — — — — — — — — — — — — — — — --- — — — — — — --- — — — .-- T----- :----- - - - - -= ----------------- T�DESIGN FLOWI.INE PROFILE 352 ........................... .................................. .. ........................ .:................ ............................... ........................ .............I..............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 BLOCK WALL PROFILE (SOUTH SIDE) U �dUO wOcn J Z OU Uwwjw WZQI -¢- wmw`�WW¢i =o o �- �z Z w LOU- S w�O >roO F zZ- H o w� Q 0; � �w��QZ�w� w x0� =wcnUQ Q � �-WERoO wa00 -w¢�� u) W w W Y } W L U -s ZzOOwaZO3 Z 90:> j O o�0 U Z= w z r < - ~ Q o ;z m 0E o 6 o �Z'= a0�Zogwwoo Zwgwc OT6 -0 a d� z z o w T T o w o 0a O pcn U= U W H Z W Q 0 Z > U o L LzLj uwiw�< aUUZ� =ZQ z w O W OU O a_ J Q z¢ ~O > Q> J p LUL) LL w W Q Z inwhQ wW wW ,-, w¢0wZ m¢ 0 03 co FJ5 ¢w�wwcJjZo> wwoowzQuwi - U _ z O M c� W z W 5 M Q > U � co o X ILL (� z � m CV W a� `co Z m O W W N M co F— C O CO I..L� O O`V bi Q CL �- Fes" w w = \`j \\ O z a_ 0 J m Z w � g w 0 n � � LL. w p a \NEER b/ 00 lz- ado Q U O o cyNy O L0 CD + uo O) O z CN , < U-) O + V / J � Q • J Q Q � U) U � W �7,- o C) 0 z o 0 J J 3 3 L w J 0 0 O z Q Q 4 0 Il r7 U III CL cn J €III a F- / V) Z Z Q o O > o Lu N - Q I DATE 6/08/2015 / PA JOB No. 13 -2750H E SHEET 0 a E 0 I r` N OF 9 SHEETS 5i,�IIac(D 98------- - - -99— 100 — — — — — — — — — — — — — — — — �_ — S89'19'48 "E PROPOSED MEDIAN J T v 826.27' w ui cn Q d U w Iw Q I +� O) J QT U I I w w Q w U t 101 102 103 104 105 105+82.46 ---------------------- - - - --- ----- f--- - - - - -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — Q �Q �Q �� I� Q �Q n +a- Ira +a I +a +a w w � J + d N J O U OF SIGH V1 Q a v rY o f o FUTURE TRACT 7246 0 o f O J O J J Q Qj (BY SEPARATE PLANS) w L z �� a- o �0- CD 4LO c0J Ln �J +J +U +� NU �C-D CD Q O Q O Q m Lo Ln I 185.31' � w w � cn V) U) • n up co t 2 + d I+ d + d IOU CD C) I�V �U 60' 3' 8' 22' 22' 8' LIVERPOOL WAY (BY SEPARATE PLANS) o O ai -i J N F- + J + -i ,-) U ") U O Z O Z WHITE LANE —N— HORIZONTAL: 1"=50' VERTICAL: 1"=5' 2 2 2 2 58.0± L.F. 576.0± L.F. I 307.7± L.F. 69.5± L.F. !- Z J I C� I- J C _j F- J �- J J F- J o' J �< �� �< fjf� Of < < < LL- O U O O Z CD O Z O O O O q O O (.0 O O Z_ O- O Z_ O- O Z O O O O J O �Q �a- d a- d CL cn 0- o') J mQ 0i 0- ^CL I- r- CL r` W r` a_ Li.l f` CL r` r` r- Q r` ?� r` O O 0) � N � CV cn N � r7 UD rl) {D 00 CD O m � C� UJ � 0 O O O O O d Z re) Oz_ cDZ (DZ �Z O I� � � d O Q cfl Q Q Q O r7 N Co 0) r7 c0 0_ Q N O + + + + + _+ + + + w + U + d c0 i� 00 O N r) ro ~ + O) 0) rn O O O O O O nO 367 ................ ....... ............................... ............367 ........................................................................................ ............................... TOW= 365.80 . . . . . . . . . . . . . . . . . . . . . . . . . . . . .TOW =3 . . . . . . . . . . . . . . TOW 364-30. . . . . . . . . . d . TOW =363.80 . . . . . . TOW= 363.30 . . . . . . . . . . 362:...:...:..W:... :_ ...:...: ...:...:...:...:...:...:...:... :... :...:...:... :... :...:...:.. :...:...:...:...:...: :........... ..... ... ............. ..... :.. ... ...........:362 ,. , . �. :� cn -- - .... ... ........ ........ ..... ....... ..... .... .............:� . ...... ... .............. , ...... ... ... ........... . w. - - - -- - - - -� . r141 FILE I ICE . . ------- -• - - -- . �. ------ - - - - -- --- - - - - -. --- - - - - -- ---- - - - - -- - - - - =- S( TREETDSIDE)4 FNI(7246GPADESDE)F - ------- _---- - - - - -- ------------------------ 357 ...- - - - -.- -.. -.- - -. ._, __ -� ...... ....... ..... _ �� _ _____- - =__ - -_ _— .... - - - -- -- . - -_, -- _---- - - - - -- - -- -- 357 --------------- - - - - -- - - - - - - - - - - - — - - - - - - - - - - - - - - - --------------------------------- . - - -- -- TOF= 356.30 . . TOF =35 .80 — — — — — — — — — — — — — — — — — — --- — — — — — — --- — — — .-- T----- :----- - - - - -= ----------------- T�DESIGN FLOWI.INE PROFILE 352 ........................... .................................. .. ........................ .:................ ............................... ........................ .............I..............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 BLOCK WALL PROFILE (SOUTH SIDE) U �dUO wOcn J Z OU Uwwjw WZQI -¢- wmw`�WW¢i =o o �- �z Z w LOU- S w�O >roO F zZ- H o w� Q 0; � �w��QZ�w� w x0� =wcnUQ Q � �-WERoO wa00 -w¢�� u) W w W Y } W L U -s ZzOOwaZO3 Z 90:> j O o�0 U Z= w z r < - ~ Q o ;z m 0E o 6 o �Z'= a0�Zogwwoo Zwgwc OT6 -0 a d� z z o w T T o w o 0a O pcn U= U W H Z W Q 0 Z > U o L LzLj uwiw�< aUUZ� =ZQ z w O W OU O a_ J Q z¢ ~O > Q> J p LUL) LL w W Q Z inwhQ wW wW ,-, w¢0wZ m¢ 0 03 co FJ5 ¢w�wwcJjZo> wwoowzQuwi - U _ z O M c� W z W 5 M Q > U � co o X ILL (� z � m CV W a� `co Z m O W W N M co F— C O CO I..L� O O`V bi Q CL �- Fes" w w = \`j \\ O z a_ 0 J m Z w � g w 0 n � � LL. w p a \NEER b/ 00 lz- ado Q U O o cyNy O L0 CD + uo O) O z CN , < U-) O + V / J � Q • J Q Q � U) U � W �7,- o C) 0 z o 0 J J 3 3 L w J 0 0 O z Q Q 4 0 Il r7 U III CL cn J €III a F- / V) Z Z Q o O > o Lu N - Q I DATE 6/08/2015 / PA JOB No. 13 -2750H E SHEET 0 a E 0 I r` N OF 9 SHEETS 5i,�IIac(D w w � J + d N J O U OF SIGH V1 Q a v rY o f o FUTURE TRACT 7246 0 o f O J O J J Q Qj (BY SEPARATE PLANS) w L z �� a- o �0- CD 4LO c0J Ln �J +J +U +� NU �C-D CD Q O Q O Q m Lo Ln I 185.31' � w w � cn V) U) • n up co t 2 + d I+ d + d IOU CD C) I�V �U 60' 3' 8' 22' 22' 8' LIVERPOOL WAY (BY SEPARATE PLANS) o O ai -i J N F- + J + -i ,-) U ") U O Z O Z WHITE LANE —N— HORIZONTAL: 1"=50' VERTICAL: 1"=5' 2 2 2 2 58.0± L.F. 576.0± L.F. I 307.7± L.F. 69.5± L.F. !- Z J I C� I- J C _j F- J �- J J F- J o' J �< �� �< fjf� Of < < < LL- O U O O Z CD O Z O O O O q O O (.0 O O Z_ O- O Z_ O- O Z O O O O J O �Q �a- d a- d CL cn 0- o') J mQ 0i 0- ^CL I- r- CL r` W r` a_ Li.l f` CL r` r` r- Q r` ?� r` O O 0) � N � CV cn N � r7 UD rl) {D 00 CD O m � C� UJ � 0 O O O O O d Z re) Oz_ cDZ (DZ �Z O I� � � d O Q cfl Q Q Q O r7 N Co 0) r7 c0 0_ Q N O + + + + + _+ + + + w + U + d c0 i� 00 O N r) ro ~ + O) 0) rn O O O O O O nO 367 ................ ....... ............................... ............367 ........................................................................................ ............................... TOW= 365.80 . . . . . . . . . . . . . . . . . . . . . . . . . . . . .TOW =3 . . . . . . . . . . . . . . TOW 364-30. . . . . . . . . . d . TOW =363.80 . . . . . . TOW= 363.30 . . . . . . . . . . 362:...:...:..W:... :_ ...:...: ...:...:...:...:...:...:...:... :... :...:...:... :... :...:...:.. :...:...:...:...:...: :........... ..... ... ............. ..... :.. ... ...........:362 ,. , . �. :� cn -- - .... ... ........ ........ ..... ....... ..... .... .............:� . ...... ... .............. , ...... ... ... ........... . w. - - - -- - - - -� . r141 FILE I ICE . . ------- -• - - -- . �. ------ - - - - -- --- - - - - -. --- - - - - -- ---- - - - - -- - - - - =- S( TREETDSIDE)4 FNI(7246GPADESDE)F - ------- _---- - - - - -- ------------------------ 357 ...- - - - -.- -.. -.- - -. ._, __ -� ...... ....... ..... _ �� _ _____- - =__ - -_ _— .... - - - -- -- . - -_, -- _---- - - - - -- - -- -- 357 --------------- - - - - -- - - - - - - - - - - - — - - - - - - - - - - - - - - - --------------------------------- . - - -- -- TOF= 356.30 . . TOF =35 .80 — — — — — — — — — — — — — — — — — — --- — — — — — — --- — — — .-- T----- :----- - - - - -= ----------------- T�DESIGN FLOWI.INE PROFILE 352 ........................... .................................. .. ........................ .:................ ............................... ........................ .............I..............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 BLOCK WALL PROFILE (SOUTH SIDE) U �dUO wOcn J Z OU Uwwjw WZQI -¢- wmw`�WW¢i =o o �- �z Z w LOU- S w�O >roO F zZ- H o w� Q 0; � �w��QZ�w� w x0� =wcnUQ Q � �-WERoO wa00 -w¢�� u) W w W Y } W L U -s ZzOOwaZO3 Z 90:> j O o�0 U Z= w z r < - ~ Q o ;z m 0E o 6 o �Z'= a0�Zogwwoo Zwgwc OT6 -0 a d� z z o w T T o w o 0a O pcn U= U W H Z W Q 0 Z > U o L LzLj uwiw�< aUUZ� =ZQ z w O W OU O a_ J Q z¢ ~O > Q> J p LUL) LL w W Q Z inwhQ wW wW ,-, w¢0wZ m¢ 0 03 co FJ5 ¢w�wwcJjZo> wwoowzQuwi - U _ z O M c� W z W 5 M Q > U � co o X ILL (� z � m CV W a� `co Z m O W W N M co F— C O CO I..L� O O`V bi Q CL �- Fes" w w = \`j \\ O z a_ 0 J m Z w � g w 0 n � � LL. w p a \NEER b/ 00 lz- ado Q U O o cyNy O L0 CD + uo O) O z CN , < U-) O + V / J � Q • J Q Q � U) U � W �7,- o C) 0 z o 0 J J 3 3 L w J 0 0 O z Q Q 4 0 Il r7 U III CL cn J €III a F- / V) Z Z Q o O > o Lu N - Q I DATE 6/08/2015 / PA JOB No. 13 -2750H E SHEET 0 a E 0 I r` N OF 9 SHEETS 5i,�IIac(D m Lo Ln I 185.31' � w w � cn V) U) • n up co t 2 + d I+ d + d IOU CD C) I�V �U 60' 3' 8' 22' 22' 8' LIVERPOOL WAY (BY SEPARATE PLANS) o O ai -i J N F- + J + -i ,-) U ") U O Z O Z WHITE LANE —N— HORIZONTAL: 1"=50' VERTICAL: 1"=5' 2 2 2 2 58.0± L.F. 576.0± L.F. I 307.7± L.F. 69.5± L.F. !- Z J I C� I- J C _j F- J �- J J F- J o' J �< �� �< fjf� Of < < < LL- O U O O Z CD O Z O O O O q O O (.0 O O Z_ O- O Z_ O- O Z O O O O J O �Q �a- d a- d CL cn 0- o') J mQ 0i 0- ^CL I- r- CL r` W r` a_ Li.l f` CL r` r` r- Q r` ?� r` O O 0) � N � CV cn N � r7 UD rl) {D 00 CD O m � C� UJ � 0 O O O O O d Z re) Oz_ cDZ (DZ �Z O I� � � d O Q cfl Q Q Q O r7 N Co 0) r7 c0 0_ Q N O + + + + + _+ + + + w + U + d c0 i� 00 O N r) ro ~ + O) 0) rn O O O O O O nO 367 ................ ....... ............................... ............367 ........................................................................................ ............................... TOW= 365.80 . . . . . . . . . . . . . . . . . . . . . . . . . . . . .TOW =3 . . . . . . . . . . . . . . TOW 364-30. . . . . . . . . . d . TOW =363.80 . . . . . . TOW= 363.30 . . . . . . . . . . 362:...:...:..W:... :_ ...:...: ...:...:...:...:...:...:...:... :... :...:...:... :... :...:...:.. :...:...:...:...:...: :........... ..... ... ............. ..... :.. ... ...........:362 ,. , . �. :� cn -- - .... ... ........ ........ ..... ....... ..... .... .............:� . ...... ... .............. , ...... ... ... ........... . w. - - - -- - - - -� . r141 FILE I ICE . . ------- -• - - -- . �. ------ - - - - -- --- - - - - -. --- - - - - -- ---- - - - - -- - - - - =- S( TREETDSIDE)4 FNI(7246GPADESDE)F - ------- _---- - - - - -- ------------------------ 357 ...- - - - -.- -.. -.- - -. ._, __ -� ...... ....... ..... _ �� _ _____- - =__ - -_ _— .... - - - -- -- . - -_, -- _---- - - - - -- - -- -- 357 --------------- - - - - -- - - - - - - - - - - - — - - - - - - - - - - - - - - - --------------------------------- . - - -- -- TOF= 356.30 . . TOF =35 .80 — — — — — — — — — — — — — — — — — — --- — — — — — — --- — — — .-- T----- :----- - - - - -= ----------------- T�DESIGN FLOWI.INE PROFILE 352 ........................... .................................. .. ........................ .:................ ............................... ........................ .............I..............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 BLOCK WALL PROFILE (SOUTH SIDE) U �dUO wOcn J Z OU Uwwjw WZQI -¢- wmw`�WW¢i =o o �- �z Z w LOU- S w�O >roO F zZ- H o w� Q 0; � �w��QZ�w� w x0� =wcnUQ Q � �-WERoO wa00 -w¢�� u) W w W Y } W L U -s ZzOOwaZO3 Z 90:> j O o�0 U Z= w z r < - ~ Q o ;z m 0E o 6 o �Z'= a0�Zogwwoo Zwgwc OT6 -0 a d� z z o w T T o w o 0a O pcn U= U W H Z W Q 0 Z > U o L LzLj uwiw�< aUUZ� =ZQ z w O W OU O a_ J Q z¢ ~O > Q> J p LUL) LL w W Q Z inwhQ wW wW ,-, w¢0wZ m¢ 0 03 co FJ5 ¢w�wwcJjZo> wwoowzQuwi - U _ z O M c� W z W 5 M Q > U � co o X ILL (� z � m CV W a� `co Z m O W W N M co F— C O CO I..L� O O`V bi Q CL �- Fes" w w = \`j \\ O z a_ 0 J m Z w � g w 0 n � � LL. w p a \NEER b/ 00 lz- ado Q U O o cyNy O L0 CD + uo O) O z CN , < U-) O + V / J � Q • J Q Q � U) U � W �7,- o C) 0 z o 0 J J 3 3 L w J 0 0 O z Q Q 4 0 Il r7 U III CL cn J €III a F- / V) Z Z Q o O > o Lu N - Q I DATE 6/08/2015 / PA JOB No. 13 -2750H E SHEET 0 a E 0 I r` N OF 9 SHEETS 5i,�IIac(D WHITE LANE —N— HORIZONTAL: 1"=50' VERTICAL: 1"=5' 2 2 2 2 58.0± L.F. 576.0± L.F. I 307.7± L.F. 69.5± L.F. !- Z J I C� I- J C _j F- J �- J J F- J o' J �< �� �< fjf� Of < < < LL- O U O O Z CD O Z O O O O q O O (.0 O O Z_ O- O Z_ O- O Z O O O O J O �Q �a- d a- d CL cn 0- o') J mQ 0i 0- ^CL I- r- CL r` W r` a_ Li.l f` CL r` r` r- Q r` ?� r` O O 0) � N � CV cn N � r7 UD rl) {D 00 CD O m � C� UJ � 0 O O O O O d Z re) Oz_ cDZ (DZ �Z O I� � � d O Q cfl Q Q Q O r7 N Co 0) r7 c0 0_ Q N O + + + + + _+ + + + w + U + d c0 i� 00 O N r) ro ~ + O) 0) rn O O O O O O nO 367 ................ ....... ............................... ............367 ........................................................................................ ............................... TOW= 365.80 . . . . . . . . . . . . . . . . . . . . . . . . . . . . .TOW =3 . . . . . . . . . . . . . . TOW 364-30. . . . . . . . . . d . TOW =363.80 . . . . . . TOW= 363.30 . . . . . . . . . . 362:...:...:..W:... :_ ...:...: ...:...:...:...:...:...:...:... :... :...:...:... :... :...:...:.. :...:...:...:...:...: :........... ..... ... ............. ..... :.. ... ...........:362 ,. , . �. :� cn -- - .... ... ........ ........ ..... ....... ..... .... .............:� . ...... ... .............. , ...... ... ... ........... . w. - - - -- - - - -� . r141 FILE I ICE . . ------- -• - - -- . �. ------ - - - - -- --- - - - - -. --- - - - - -- ---- - - - - -- - - - - =- S( TREETDSIDE)4 FNI(7246GPADESDE)F - ------- _---- - - - - -- ------------------------ 357 ...- - - - -.- -.. -.- - -. ._, __ -� ...... ....... ..... _ �� _ _____- - =__ - -_ _— .... - - - -- -- . - -_, -- _---- - - - - -- - -- -- 357 --------------- - - - - -- - - - - - - - - - - - — - - - - - - - - - - - - - - - --------------------------------- . - - -- -- TOF= 356.30 . . TOF =35 .80 — — — — — — — — — — — — — — — — — — --- — — — — — — --- — — — .-- T----- :----- - - - - -= ----------------- T�DESIGN FLOWI.INE PROFILE 352 ........................... .................................. .. ........................ .:................ ............................... ........................ .............I..............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 BLOCK WALL PROFILE (SOUTH SIDE) U �dUO wOcn J Z OU Uwwjw WZQI -¢- wmw`�WW¢i =o o �- �z Z w LOU- S w�O >roO F zZ- H o w� Q 0; � �w��QZ�w� w x0� =wcnUQ Q � �-WERoO wa00 -w¢�� u) W w W Y } W L U -s ZzOOwaZO3 Z 90:> j O o�0 U Z= w z r < - ~ Q o ;z m 0E o 6 o �Z'= a0�Zogwwoo Zwgwc OT6 -0 a d� z z o w T T o w o 0a O pcn U= U W H Z W Q 0 Z > U o L LzLj uwiw�< aUUZ� =ZQ z w O W OU O a_ J Q z¢ ~O > Q> J p LUL) LL w W Q Z inwhQ wW wW ,-, w¢0wZ m¢ 0 03 co FJ5 ¢w�wwcJjZo> wwoowzQuwi - U _ z O M c� W z W 5 M Q > U � co o X ILL (� z � m CV W a� `co Z m O W W N M co F— C O CO I..L� O O`V bi Q CL �- Fes" w w = \`j \\ O z a_ 0 J m Z w � g w 0 n � � LL. w p a \NEER b/ 00 lz- ado Q U O o cyNy O L0 CD + uo O) O z CN , < U-) O + V / J � Q • J Q Q � U) U � W �7,- o C) 0 z o 0 J J 3 3 L w J 0 0 O z Q Q 4 0 Il r7 U III CL cn J €III a F- / V) Z Z Q o O > o Lu N - Q I DATE 6/08/2015 / PA JOB No. 13 -2750H E SHEET 0 a E 0 I r` N OF 9 SHEETS 5i,�IIac(D U �dUO wOcn J Z OU Uwwjw WZQI -¢- wmw`�WW¢i =o o �- �z Z w LOU- S w�O >roO F zZ- H o w� Q 0; � �w��QZ�w� w x0� =wcnUQ Q � �-WERoO wa00 -w¢�� u) W w W Y } W L U -s ZzOOwaZO3 Z 90:> j O o�0 U Z= w z r < - ~ Q o ;z m 0E o 6 o �Z'= a0�Zogwwoo Zwgwc OT6 -0 a d� z z o w T T o w o 0a O pcn U= U W H Z W Q 0 Z > U o L LzLj uwiw�< aUUZ� =ZQ z w O W OU O a_ J Q z¢ ~O > Q> J p LUL) LL w W Q Z inwhQ wW wW ,-, w¢0wZ m¢ 0 03 co FJ5 ¢w�wwcJjZo> wwoowzQuwi - U _ z O M c� W z W 5 M Q > U � co o X ILL (� z � m CV W a� `co Z m O W W N M co F— C O CO I..L� O O`V bi Q CL �- Fes" w w = \`j \\ O z a_ 0 J m Z w � g w 0 n � � LL. w p a \NEER b/ 00 lz- ado Q U O o cyNy O L0 CD + uo O) O z CN , < U-) O + V / J � Q • J Q Q � U) U � W �7,- o C) 0 z o 0 J J 3 3 L w J 0 0 O z Q Q 4 0 Il r7 U III CL cn J €III a F- / V) Z Z Q o O > o Lu N - Q I DATE 6/08/2015 / PA JOB No. 13 -2750H E SHEET 0 a E 0 I r` N OF 9 SHEETS 5i,�IIac(D O L0 CD + uo O) O z CN , < U-) O + V / J � Q • J Q Q � U) U � W �7,- o C) 0 z o 0 J J 3 3 L w J 0 0 O z Q Q 4 0 Il r7 U III CL cn J €III a F- / V) Z Z Q o O > o Lu N - Q I DATE 6/08/2015 / PA JOB No. 13 -2750H E SHEET 0 a E 0 I r` N OF 9 SHEETS 5i,�IIac(D Q I DATE 6/08/2015 / PA JOB No. 13 -2750H E SHEET 0 a E 0 I r` N OF 9 SHEETS 5i,�IIac(D 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 II I'`) J II n _j _j + _CD + C � O� 00 w co m coJLij CD � � Z N N Q N N 00 00 U n + + m + Ln Lo ? rn rn c3) R/W = RIGHT OF WAY TOF = TOP OF FOOTING CTR = CENTER TOW = TOP OF WALL RETG = RETAINING MAX = MAXIMUM MIN = MINIMUM CLR = CLEAR WL = WALL STATION HDPE = HIGH DENSITY POLYEHTYLENE co 4= + H O 01 co cn �_J — cDW a- J O J J V U J O J U 10.15' 90.93' / / 9 6 / cgs s w Q /} V rn o_ QS ^ J LL V� 1 %� +Q � Fz CD Of co N Fw-- O O 01 co N + k- — r` Q J m J a- J 0 U V 3: O - -� g / /b\ I- �W �J gd N Q p \ W CD 0 a_ ��U Jc Ooo U � W 00 0 6� + 00 m or c 9B ILL Cof uj a d_ U PROPOSED MEDIAN �- - - - - - - - 102 103 104 10 - - --------- - - - - -- -�— gi �I 0 20' 70' 9' 11' 6' 64' 4 N 106 +33.41 ° S00'57'10 "yy 105 - - - 106 i co M o -�� CURVE RADIUS LENGTH DELTA J Cl 2416.00' C) Q o 0 F— O 3: O J O J & 10.15' 90.93' �oj< J 11.86' W 2295.00' 668.38' N 00 Ln Q � � f✓ ENO Of _ J 00 Zi z co W Ln w + r- O ?� -J CD W -< � (ow +Q cn + Ln Q cow + ,v - --� -Ld <rw _ O o-¢ - - - -: --- .------ - -, - -- - N¢ ¢ /i�cn- `� \\ cn CDccnn N F- r,_r : . . . . . . . . . . . . . C1 OJ 0=� LL �� M \�d-J F- orf +Q Oa J "�J I �U MOW \ \. O� O� - - - - �W ckf U �- - - - - - �a- �U �U . . . . . . . U U U �H +a MLL 'sU o N -- - - - - -. - -- . - - - -.- .... . . . (NATURAL :GROUND) . . - - - -_- _ 52 95 +00 96 +00 `�� 0 99 +00 100 +00 101+00 102 +00 103 +00 CD 104 +00 105 +00 106 +00 107 +00 CD Z 2 BLOCK WALL PROFILE z Q 73.2± L.F. Ln Q 2 2 06 2 2D 00 11N J J 350.0± L.F. 125.0± L.F. U 125.0E L.F. 58.7± L.F. 30± L.F. + �C,;Q d' ?j �°oQ�Q 3 �Q J J + W J ~ J ��� J J ~ J J J F- J J F- J W J J CD +Z - O 0 o +uo+ Ln� O� O +Z Ln- Wq W W F- WQ Ww WQ ° Wa J Q Q J WQ c- W� WQ CD W �J W �a \�O� W JF- JW `� ` Lnm W �JW O OZ O z O- O O OZ OJ O OZ O� o ON�O� FUTURE RESIDENTIAL O OZ O O O J O� \ __j z � F- cn Ln Ln W Ln W Ln fi W Q PLANS) Ln o W Ln a- �r 00 W -4- O W O W QD coo co W N J d \ O (By SEPARATE cox r-Ld O� O +� ++w M +� +w LIJ I`�Z r70 U W + N W +H N N NCn +i-- �„� N min �fn O O �t Z M Q O Ln t17 I W + co O Q .,I- W 367 . . . . . OD J �... p Q O Q O Q O J O Q Ln O W ..+ . +W I- .+ Ln \ co +. �.+ O . C'4 UJ p + .. Q o0 = +�... +.. 0- J d 2 d O co O O r, Li.l + ¢ N W N O o n O n o .+ _ 0 U C -) U cq d J U TOW= 363.96. . . � . . . Q . . . . . . . . . . . . . . - . . . . . . . . . . . . . . . . . TOW= 267.90' . . . . . . TOW= 363.96 . . . . . . TOW= 364.46 -- __- -_ -- . . . . . . . . . . . m � � � TOW= 363.46 - TOW= 363.46 TOW= 362.96 0._ U ® 362:. :...:... :.. :...:...:.. S) :... :...:... :...:... :. :... :.. :... PROPOSED MEDIAN �- - - - - - - - 102 103 104 10 - - --------- - - - - -- -�— gi �I 0 20' 70' 9' 11' 6' 64' 4 N 106 +33.41 ° S00'57'10 "yy 105 - - - 106 i co M o -�� +Q rn� �__j oo J 3 U I FUTURE T 7254 TRp,C ANS) SE PL (gY PARATE I I CURVE RADIUS LENGTH DELTA J Cl 2416.00' C) Q o 0 C2 O 3: O J O J & 10.15' 90.93' J d co J 11.86' W 2295.00' 668.38' N 00 Ln J � � � f✓ ENO Of _ ------------- 160.29' z co W Ln w + r- a + J + CD n -J CD W -< � (ow +Q cn + of Q cow + ,v - --� -Ld <rw _ r ® a: �H / +v~ O� o-¢ - - - -: --- .------ - -, - -- - N¢ ¢ /i�cn- `� \\ cn CDccnn - -: -- -. - .q, --J +cn OQ OLL r,_r : . . . . . . . . . . . . . C1 OJ 0=� LL �� M \�d-J d'J orf +Q Oa J "�J I �U /. // /rn \ \. O� O� - - - - �W ckf U �- - - - - - �U �U . . . . . . . U U U �H +a MLL 'sU o N -- - - - - -. - -- . - - - -.- .... . . . (NATURAL :GROUND) . . - - - -_- +Q rn� �__j oo J 3 U I FUTURE T 7254 TRp,C ANS) SE PL (gY PARATE I I CURVE RADIUS LENGTH DELTA J Cl 2416.00' C) Q o 0 C2 O 3: O J O J & Lo ~ Ln J d co J 11.86' W 2295.00' 668.38' N 00 Ln J � � � f✓ ENO NWW ------------- Lo O z co W Ln w + r- a + J + CD n -J CD W -< -Q HORIZONTAL: 1"=50' VERTICAL: 1"=5' 6 O J J O Q t� F- � W r w + J Ln U O Z Q 80' 60 54' I WHITE LANE SEE SHEET 4 CURVE TABLE CURVE RADIUS LENGTH DELTA TANGENT Cl 2416.00' 325.74' 07'43'30° 163.12' C2 3573.92' 329.24' 05'16'42" 164.74' C3 2286.00' 23.72' 00'35'41" 11.86' C4 2295.00' 668.38' 16'41'11" 336.57' \ W uj rn 0 3: N + U Ln Z \ \` I�Ln Z '�� Q II cpN m +�\ --O \ Ln J u B A B � ,I- C) r rns w e 2 e o° =I a_ 42± LF. 843.5± L.F. 30± LF. \i C,� Ln Li 'OQ! V NSA O In J Z II n J J W LL_ Q1 Q M_J i- Q mod? J 6J J W 00 L.L_ Q J Q }- J F- J J F- J J 00 �� N J L 'S _ r� r� 0O 'S � � CD Ln ^�P O+ O +Z O+ +J p`� o +u N+ `� OJ O SEPP �� co Li cD�W c c0J OMB �OWJ n< �W + tl- J M 'J W J Q — J '� W Q W -1 3: W O � 00 O J J �' W 'ct J N Z U O Z O 0) � O r Z 367.......... N N Q Z � co Lf) z Lo �. +..u... � ...................+ .................... ..................... ............................. +. .... ..............................+ }................... ............................367 Ed L0 . .... .....TOW....3.......... ...................... ................... ................. ... ........ ............................... - TOW 362.98 • 362 ..................... ..:. . . . . . . . . . . . . . .. . . . . . . . . . . . .. . . . .. . . . .. . . . .. . . . .. . . . . . . :. . . .. . . . .. . . . .. . . . .. . . . .. . . . . . . . . .. . . . .. . . . .. . . .. . . . .. . . . .. . . . .. . . . .. . . . . . : . : . . . : . . . : . . : � . . . . w . � . .. . . . .. . . . . . . . . .. . . . .. . . . .. . . . .. . . . .. . . . :. . . . .362 CD o = C) . . . . . . . . . . . . . . . . . _ . . . . . . . . . . . :t.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .I. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . n . . . . . . . . . . . . . . . . V) . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Ld w , 357:...:...... ....: _.� - `. -�:_ ��._�.��__. :. ..:...:...:...:...:...:...:...: FINISHED GRADE PROFILE FINISHED GRADE PROFILE :.. ..... ....... • � (STREET SIDE) •(TOP• OF BERME) __�_ `_�- _ �_�_� _�� -� -� L��._.:...:... :....................357 --- ________ TOF= 356.63 — ---- - - - - -- - - -- ---- - - - - -- _ TOF =3 6 63' ------------- - --- - -- TOF= 355.96 _ - -- -------------------------- - FINISHED GRADE PROFILE .� - - - -: --- .------ - -, - -- - --- .---- .---- .-------- .- - - -. -- -- .-------- .---- .- - - -. -. - -: -- -. - - -- --- • - -�_: r,_r : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - - -. - '�- - - - - - - - - - - - (LOj SIDE -TOE OF SLOPE SIGN LIPJE ILE ) DE FLOW PROF _ - - - - - - - - - - - - �- - - - - - 352 . . . . . . . . . - - - - -. - - - - - - - -- - - - - - �-- - -. - - = - - . . . . . . . -- - - - - -. - -- . - - - -.- .... . . . (NATURAL :GROUND) . . - - - -_- _ 52 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 B 2 BLOCK WALL PROFILE (WEST SIDE) 73.2± L.F. 392.9± L.F. 2 2 2 2 2D ^Ln J 11N J J 350.0± L.F. 125.0± L.F. 125.0E L.F. 58.7± L.F. 30± L.F. �C,;Q d' ?j �°oQ�Q 3 �Q J J J u' J F- J ~ J ��� J J ~ J J J F- J J F- J W J J CD +Z - O 0 o +uo+ Ln� O� O +Z Ln- Wq W W F- WQ Ww WQ CO O_ QWQ Nom.. Wa J Q Q J WQ c- W� WQ W �J W �a \�O� W JF- JW `� ` Lnm W �JW O OZ O z O- O O OZ OJ O OZ O� o ON�O� 00 coZ ^ O O� O OZ O O O J O� \ __j z � F- cn Ln Ln W Ln W Ln fi W Q Ln Ln o W Ln a- �r 00 W -4- O W O W QD coo co W N J d \ O CD CD O� O L� CD W W o C�LnCD ON W `4- C.D Occnn LIJ I`�Z r70 U W + Z+ U Q Ln W + \ O Ln O O O O Z O O O Ln 00 Z cn z N Q N Q O O �t Z M Q O Ln {� � Z rM 4 .,I- W 367 . . . . . OD J �... CD ... ... ....... in m W ......... ..... N .. .+ O .+ Ln O W ..+ . +W I- .+ Ln \ co +. �.+ O . Ln . +.. N .. Q o0 = +�... +.. 367 Z Q. W J co O O O N O O N W N O o n O n o .+ _ 0 o O U TOW= 363.96. . . . . . . T01N= 363.96. . . . . . Q . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . TOW= TOW= 364.46 - 363.96. . . . . . . TOW= 363.96 . . . . . . TOW= 364.46 -- __- -_ -- . . . . . . . . . . . . . . . . . . . . . . . . --- - - -_ -- TOW= 363.46 TOW= 363.46 TOW= 362.96 362:. :...:... :.. :...:...:.. ......... :... :...:... :...:... :. :... :.. :... :... :...:... :.. :. :.W.:.�..... ............................... ...:... I ............................362 0. 1 1 � 1 w _ . . . . . . . . . . . r . . . . . . . . . . . . . . . . . . . . . . . . . . r. . . . . . . . . . . . . °. . . . . . . . . . . . ° . . . . . . . . . . . . . r. . . . . . . . r . r.. . . . . . . . . . ° . . . . . . 00 . . . . . . . . . r- • FINISHED -GRADE ROFILE . . . °p (TOP OF BERM -LOT SIDE) . . . . . L . cn . . . i . . . . . . . . . . . . . . . . . . . . . . . . . . . FINISHED GRADE PROFILE 357' -T _ - - _ - - - _ - _ - - -- - -. - - - (STREET SIDE) -- ___ J� - - -� _- - - -.- -� :... :...:...:. 357 --- - - - - -- TOE= 356.96. .— �__ - !� _ - -__ . _ _ - - -- - - - - - - - - _- — - - . _ — — - -_ _. — T — - - -: ��� . . . . . . . . . . . TOF= 356.46 TOF= 356.46 TOF= 356.46 7F=,355.96 ............................................................................................................................................................................................... 0- - __ –. DESIGN FLOWLINE PROFILE — -- ............................... _ —e —.— 52............ —=-- '-- = - - - -- — . -- .-- .- -. --.— 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) a U oaUO w0cn Cf] J ZoNW LLJZ�w cLu v)WwaF -n F=- LL O a wi¢z ~zRELu am=uLZO >m�„Q ic'0- r�z�j�U 2z w =o3'aZwnv�i`¢` i�a��� W I- ° OF LLO n - ¢ �D ?z W� Q LL p O w 0, _ u w z nzLL� ¢�+ -�-mo a�o���oa°}°v ui v�w�wwzu;mzo EL o w Z> o Z F N a W ¢ W � lif W 0 W p O o pwp W LL Z Q' w F— J n 0�¢� n w o z° a J 6 Z> z�o�n, e g -- =��oo ¢ w � ¢ w � � n a Z& Z W= LLp W o O Q Q W o Z= U >O ow O US0 W� -ZwaO W LLZ?umj ,— ZC> w w o w � =F-UU20� LOU -c Q�Owoo° ¢uiJww_�O U m W 2<. Z¢ Q O° _Z ° _U �_ W U MO 2 > ° J 0 Q O O }cwnp -00�Om zw Q W0W WUZO jfL m m o w m Oa� w z n NF- aa. -00 W ¢2 U z 00 O) Lo U) 2 5 W z �° � Q W M > U CO to X 08 cl) C/) ? :� Q w m" LU 06 W M W Z o U~ Z M W W t-- N CD Of O 0 0 " r 1 w a a LLJ LL_ \ w = co w w > w w w LL IL a,- o a ER � b/ 00 �d0 O t , J U) a° 3 _> v ° w v o c- vl�� 3a O'^ L J + O c O O r c) 1 Iql- Z C\1 + < (LI) J 3) J < 0 Q ~ W W ry I- �U 0 V W 0 w 0 W co3 Li < LL W 0 D z a Zz ¢ J a I 0 M U I 0 0 o` V) J a O 0 o_ z U) CL o w o ui N a DATE 6/08/2015 PA JOB No. 13 -2750H E SHEET 0 a 0 CN OF 9 SHEETS ^! &[Dc� 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. FV T URE TRA �e Y SEPq Rq TE T X245 � PLgNS) / r / 16p / / FV T URE TRA C T iB Y SEPq RA T 7288 PLgNS) LEGEND 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 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 72145 (BY SEPARATE PLA ) I I I I I I I f I I ( I PROPOSED MEDIAN --- -- -- — - -- J _ —_ 164 — 165 — � 166 - ---- - - - --L ^--- Tw J J Q F- a LLJ J CD Z a I� � J J O 3: �o U 00 � +� O LLJ C"iJ Z Q \ ,1 \ i I i RADIUS LENGTH lrl� A e ` Ill 1/ W uj N m H PA RK SQUARE i DRS V E ti 4 3 W' I W j 00 Q I Z 4 p � O j m N J � �„+j Q d J FUTURE TRACT 72145 (BY SEPARATE PLA ) I I I I I I I f I I ( I PROPOSED MEDIAN --- -- -- — - -- J _ —_ 164 — 165 — � 166 - ---- - - - --L ^--- Tw J J Q F- a LLJ J CD Z a I� � J J O 3: �o U 00 � +� O LLJ C"iJ Z Q \ ,1 \ i I FUTURE TRACT 7288 (BY SEPARATE PLANS) PG�N� P M G \ ?G\"� 1� 0 1� _ f � Uj Uj +Q [if o a C) _ cn + d cn Lj H W UI� 1, 1 I11 F-I O O i N + + r J O � J J Q U U d'I W + c Q 1 cn cD J Q d 1 J 1 � J � U U Lo W Q f d � V d U 1 1 CAMPUS PARK DRIVE U � r Or- r N �+ O O + f � J c0 � B 2 RADIUS LENGTH DELTA A e II 1628.64' W uj N m H m W i � O W' I W N W � + (n Q Q I +� Q I O 27.03' I + N J � �„+j Q d J a + + J I- J �Q J F- Ci d. J I J Q Q F � Q d J J Q N� + CD Cy) � N + U I � �� I j U U I JJ 3 V I I �� a FUTURE TRACT 7288 (BY SEPARATE PLANS) PG�N� P M G \ ?G\"� 1� 0 1� _ f � Uj Uj +Q [if o a C) _ cn + d cn Lj H W UI� 1, 1 I11 F-I O O i N + + r J O � J J Q U U d'I W + c Q 1 cn cD J Q d 1 J 1 � J � U U Lo W Q f d � V d U 1 1 CAMPUS PARK DRIVE U � r Or- r N �+ O O + f � J c0 � Kai J J Q U W n co OCC) �C) J J +r Q o- w \B �N HORIZONTAL: 1"=50' VERTICAL: 1"=5' CURVE TABLE B 2 RADIUS LENGTH DELTA A e C1 1628.64' 276.15' 09'42'54" 138.41' C2 114.11 L.F. 454.63' 16'07'08" 228.82' 698.7± L.F. 54.05' 01'59'53" 27.03' C4 1550.00' ^O J O W C� J F- J F- C� J I- J J J F- Ci J F- J F-O Q Q � Q F � Q - � Q Q N� + CD Cy) � N + � O O Z O �Q O + O� cy)� N �� a U cfl�� n COa c0— C6 O 6— � 6d (6 - c + O co Q0 LJ L CO a cD LLJ a ED a cD LLJ co a f J ��r 003: 0 --J a- O uJ (~ O CD � O CD J CD O O J O � L Q LLU O O O O M O O r U n O O n O n N O O + N U o r- � + � m N t (0 t 00 CD O co CD cD co cD CO CD Kai J J Q U W n co OCC) �C) J J +r Q o- w \B �N HORIZONTAL: 1"=50' VERTICAL: 1"=5' CURVE TABLE CU♦7VE RADIUS LENGTH DELTA TANGENT C1 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" 413.71' / _ / / K� BLOCK WALL PROFILE (SOUTH SIDE) �G Z L\ V7� L � U w LL LL o a Z UO � o 01 w L ccncoTJ 0 z 0 = i �� w =¢z�i 0_ChF W Zc I0 XF�� W Inc: C w = o LT = L zF-0- �w,z o0ox iQk z x�vi Quo 5- w Y c w e zzoaa oz O F u-J Q 0 u F L'i a O Q a L Q LLJ 0 L cnaUdm i t ZO �w w Z � S U = U W H �F -zw�F vZ Lu CC uj a- 2cwnQ¢� (n Lu M =Z. Q J O w O L( Q Cn = J L O L = < c Z O = U i �zoz >c �w0 Lu r'o x w<OOLL Z� ? w 0 x�'w w U O w 20` =< 1-�L1 F-C LL O w0 o°wa Z�W }oo LLz0w O z � - >m NWQ � UjU 2 ME z m U ii 000 xz= z W Zo� U Q m U uj nz0 g 0 z =cncc F- U 0 0 0 0_ w � ~ J O z > QF-oo �ZO Q < p W � Q Q O O Z 1)) In U w ZO w LL- Ow ZZ ;i O U Z O U) x Lu 2 W anFt -- = Lu J 2 Q o ,:, CC LL w LL Zo U) co (D— QU) z O > m a°v, >- U) o Lu d U _ z M co rn Lo (� O W z �- W M Q >C) w Q0 cn X L- W 0 ) ? ca tL m N W N co 06 z aD o of 0 co W w M N f1/ O Lim O 0 `V w 0 e2 LL 54.9± L.F. Q ~ Q CD U d0Z ((D+O LLJ CV a r Lj M t\ w r f F- U) CD J CD 3: O r4� Lci C6 + + O r O r K� BLOCK WALL PROFILE (SOUTH SIDE) �G Z L\ V7� L � U w LL LL o a Z UO � o 01 w L ccncoTJ 0 z 0 = i �� w =¢z�i 0_ChF W Zc I0 XF�� W Inc: C w = o LT = L zF-0- �w,z o0ox iQk z x�vi Quo 5- w Y c w e zzoaa oz O F u-J Q 0 u F L'i a O Q a L Q LLJ 0 L cnaUdm i t ZO �w w Z � S U = U W H �F -zw�F vZ Lu CC uj a- 2cwnQ¢� (n Lu M =Z. Q J O w O L( Q Cn = J L O L = < c Z O = U i �zoz >c �w0 Lu r'o x w<OOLL Z� ? w 0 x�'w w U O w 20` =< 1-�L1 F-C LL O w0 o°wa Z�W }oo LLz0w O z � - >m NWQ � UjU 2 ME z m U ii 000 xz= z W Zo� U Q m U uj nz0 g 0 z =cncc F- U 0 0 0 0_ w � ~ J O z > QF-oo �ZO Q < p W � Q Q O O Z 1)) In U w ZO w LL- Ow ZZ ;i O U Z O U) x Lu 2 W anFt -- = Lu J 2 Q o ,:, CC LL w LL Zo U) co (D— QU) z O > m a°v, >- U) o Lu d U _ z M co rn Lo (� O W z �- W M Q >C) w Q0 cn X L- W 0 ) ? ca tL m N W N co 06 z aD o of 0 co W w M N f1/ O Lim O 0 `V w 0 0 O U) r" W z CSI T < < J 0 0. VJ D N � U CL � 00 o (w):2 QD O ,J 0 00 U 3 W J 0 z a 0 z Q Z Q J a I r7 U I J O O N a / In J J Q O O N d F- (n z Q J CL O O N N w LL z ` uj w 0 0 J CD ` w W w w w � a � a bw 00 �d0 cf) o M � Q Ld U O c- 0, S�PA� 38 0 O U) r" W z CSI T < < J 0 0. VJ D N � U CL � 00 o (w):2 QD O ,J 0 00 U 3 W J 0 z a 0 z Q Z Q J a I r7 U I J O O N a / In J J Q O O N d F- (n z Q J CL O O N N z 0 U) w 0- DATE 6/08/2015 i PA JOB No. 13 -2750H E SHEET 0 D- E / O Ln 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. i i 41, LEGEND 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 .A N Lq `I-� �V J + (o z �� m 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 WINDERMERE STREET B 2 8 2 34.8± L.F. I 64± L.F. I 60.2± L.F. I I 44.6± L.F. EN JO�O�OFU'O�OFU'.Oif C� F- � a_ f- J F- J ft =* C � �NJ c Qcr d Q�n ui �� F- _ LiNL�MLi W co cM O+ OOZ LL- LO ro 0V- �a3i- Lp�i- Q� 00 MIS Z O +Z�Z 0 +�+ 0_ +�+ 3i L +"� +` N00E- cD�p0 +Z O +U CnJ C) Q�j� W h W � J� J� Jr- J� J r J �h a �h W �� L� Q0 00 Q —J m -� � J (n3:'S2 d J Q J 3:3: d J 3:3: d --� 3:3: d J 3: 3;: d vJ 3 h� W �J h� �J �� M v_J tf1� F- J ° � 00 C, Lo W W W W W cc d r- �j n Li J Lu Q + CD I I— (n F- cn F- cn cn cn F- � (n + u-) U + h + 00 + U Z Z U cD — — — — — - -- -- -- .. -.. -- �_ �_ 00 W 00 00 Oho Q 367. . . ......................... . . .I . . . .J J. . 3D... e2 281.7± L.F. L 2 45± L.F Fes- T J F- C� F- � a_ f- J F- J ft =* � � W �- � d� d N ?< 08'21'07" F- _ 3:- W co cM O+ OOZ O O— Z O OJ J O 00 Q 00 Z O F. O Z O O 0 tf) 0_ W LC) 3i L W Z W _ (n 0cn o O0� r J C) N O U N �d N ZO d � r o + W + + + + 00 co OD co cc . . . . . . . . . . . . . . . . . . . . . . - - - =363 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' --- - -� - -- � J HORIZONTAL: 1"=50' VERTICAL: 1"=5' 2 132.3± L.F. . ` tTOVI W= 383.30. . . . . . . .I. . . . . �r I 'TOW= 363.30 WINDERMERE STREET . , SEE SHEET 5 I L� L �J I W NDERMERE I �\ (SOUTH) L v� I -� CAMPUS PARK DRIVE SEE SHEET 8& 362. J �- J J _j J vwim=Z�wa0 's M rr T, a¢zC�t,z2w�0 c� 07 lti7 , I =WZ ° >m�Q Cn c2 o [nt���OZ-- �tAViU z oww U O Q° � w Z E 7 2_ �W��QZww u . Li< W co cM N�O� I . ¢pa�Q�9:=? U Q 00 Z O F. O Z O F- h 0 r6 co C5 u� W T) 0_ Ln T) u� T 0_ 4 CD Z W l) m W 0 w W CD C) i 00 n 0 Z O (n Z o a�cwi> w w °* Z Q v z o U of Q 06 O d O t1� CD N h 00 . . . . . . . . . . . . . . . . . . . . . . - - - w <00w��m °� Q wz— rn_¢cn L C)mU) cnOv) — o o I t i\ 00 00 00 00 00 . ` tTOVI W= 383.30. . . . . . . .I. . . . . �r I 'TOW= 363.30 WINDERMERE STREET . , SEE SHEET 5 I L� L �J I W NDERMERE I �\ (SOUTH) L v� I -� CAMPUS PARK DRIVE SEE SHEET 8& 362. TOW= 361.40 TOW= 360:90. LL LL w o w d [� J z � vwim=Z�wa0 's M rr T, a¢zC�t,z2w�0 c� 07 lti7 , I =WZ ° >m�Q Cn c2 o [nt���OZ-- �tAViU z oww U O Q° � w Z E 7 2_ �W��QZww u . Li< W co cM z�w ~z °oo°t ¢�°OwU0w I . ¢pa�Q�9:=? U Q a Qm� uSw�ww��mz0 �0 � U) u- VJ N W?�w,� °o=L C/) Z c-Ya 0 >O -z w�cno Cn N <zL.0 a ~� °zwoOOm W M W J o0�¢Qw0zo¢ N W Z (D O o >>z°=cnJgz> zi-0W 0W¢r -00 - ¢w Qw LLw 6 z W Z p w w t a O Z j C) a a N QQ S w~ FU¢ O U O F-z Wm 3: c O w Wn �z °FwOWO� >¢Uw°�n�LLp o a�cwi> w w °* Z Q v z o U I Zoo >oLLw�i�= - _CD Q J w W J p co, _ o - cO 3:z�2 > °�Ocnl- QQ �o->< . . . . . . . . . • - . . . . . . . . . . . . . . . . . . . . . . - - - w <00w��m °� Q wz— rn_¢cn L C)mU) cnOv) — o o I t i\ .I i . . . . . . . . r i� FINISHED -GRADE PROFILE (STREET SIDE) ^ . . FINISHED GRADE PROFIL€ TOP OF BERM) ( ) - �. . I. . . . . . . . . i\ FINISHED GRADE PROFILE . . . . . . . . . 357' ... :...:...:...:...:...:...:...:`° CD I i-_ _ - -- — — — - — — — — — — - -- -- -- .. -.. -- �_ �_ TOP OF BERM — _ ( . ). . .. _ -- FINISHED GRADE PROFILE. (STREET SIDE) .......................... FINISHED GRADE PROFILE---,,,,' _ TOFr356.90• FINISHED GRADE PROFILE- TOF =356.80 TOF= 356.40- FINISHED GRADE PROFILE (LOT SIDE -TOE Of SLOPE) TOF= 356.30 _ T•OF= 356.30 TOF= 355.80. (LOT SIDE -:TOP OF SLOPE) - TOF= 355.90 . . __ - �_--- - -T - -. . ---------=--------- (STREET SIDE) (PAD ELEVATION) - -- -� TOF =355.40• -_ -__. . - - - -. . . . . . . . . 17 L:-- —_ TDF= 354.90 -- o - = = •---- .---- .---- .- - - -. -- -- • - - -o- _ — -- -_ -- - - -_ _.---- .-------- .-- - -_�__ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - - - = -- T _ — — — — — - - -- - - - -- TOF= 35435 - — - -4` — TOF= 353.90 — - — —.— — - r DESIGN FLOWLINE PROFILE FINISHED GRADE PROFILE - — — —O - 352. TOF= 353.40: FINISHED GRADE PROFILE (LOT 51DE -TOE OF SLOPE) . ' . - • (LOT -SIDE -TOE • OF SLOPE) • (PAD ELEVATION) 75 +00 76 +00 77 +00 78 +00 (PAD ELEVATION) 79 +00 80 +00 81+00 82 +00 83 +00 84 +00 85 +00 86 +00 EAST BLOCK WALL PROFILE v ° LL LL w o w d [� J z � vwim=Z�wa0 's M rr T, a¢zC�t,z2w�0 c� 07 lti7 , I =WZ ° >m�Q Cn c2 o [nt���OZ-- �tAViU z oww U O Q° � w Z E 7 2_ �W��QZww u �- >- Li< W co cM z�w ~z °oo°t ¢�°OwU0w Q > U ¢pa�Q�9:=? U Q a Qm� uSw�ww��mz0 �0 � U) u- VJ N W?�w,� °o=L C/) Z c-Ya 0 >O -z w�cno Cn N <zL.0 a ~� °zwoOOm W M W J o0�¢Qw0zo¢ N W Z (D O o >>z°=cnJgz> zi-0W 0W¢r -00 - ¢w Qw LLw 6 z W Z p w w t a O Z j % . a a N QQ S w~ FU¢ O U O F-z Wm 3: c O w Wn �z °FwOWO� >¢Uw°�n�LLp O N 0 a�cwi> w w °* Z Q v z o U Zoo >oLLw�i�= Q J w W J p co, ow Z°2UtnW 2 �w 3:z�2 > °�Ocnl- QQ �o->< z� w <00w��m °� Q wz— rn_¢cn L C)mU) cnOv) — COm�UZJZZQm ¢�pJ'w0 a- >F- W W (.)0Lu < ni- � F -F--04 U0w¢� r" ILLJ �0 W of LL w Q 0 a w w K m w w w Lij o a w a a ¢ /G�NEER 00 d0 o q � - a° 3: > U p U O o `yNY C -) n oCe) 0 00 Cn c`n Z C%q + Q J � J < U) J � Q w LlJ DU W u7 w �0 �J W �m 75 QJ a Q0 z z Q J d I L I J 0 0 d cn J Q 0 o_ N a / z Q a 0 o_ N U) z 0 w a DATE 6/08/2015 L PA JOB No. 13 -2750H SHEET E 0 a E i 0 r` 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. 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 CURVE TABLE CURVE RADIUS LENGTH DELTA TANGENT C1 530.00' 4.00' 00'2557" 2.00' C2 530.00' 15.33' 01'39'27" 7.67' Q 25.00' 8.69' 19'55'11" 4.39' C4 92.00' 72.77' 45'19'14" 38.41' Q W 3� 4z- 41 OJ FUTURE TRACT 7248 (BY SEPARATE PLANS) ,`�� /�/ v-/ —__L_ =-----_—_--- ----- ��j--------- --- --- -- ------------ - - - -L— WOODLAWN WAY - - - - -s _ _ (FUTURE STREET) _00.57'41 "w - -`fir ��------------------ - - - - -- -- - PROFILE A C S00.57'41 "W 310.85' cl tn V) Y// -- — — — — — — — — — —/ J Q Qf .O 00 Q a Q + J cf) n d rd F4 W Nd It co I - - - -_ - - - - -� r� Un- QUrIOJ to o ° Q LJ _j 04 17 f7 N 1 r;J C5_i _ /OVA ^ � � J r J n 'n Q p J Q Q n 4 Ld + + + / / q I— 9 0) L- :D m `o - -- ---- - - - - -- 4(�J / I >/ \� - -- - - - - - - - - - - - - - - - - - -- - -- - - - ---- ---- - - - -�� �ho� S00.57'41 "W 452.78' i PROFILE "D" PG &E SUB — STATION N z� (NOT A PART) HORIZONTAL: 1 " =50' 3 VERTICAL: 1"=5' 3Q If 11 �w B B 2 2 2 2 2 3� 2 B B B 4± L. F. 30 ±L.F. 42.5± L.F. 63.2± L.F. 30 ±L.F. L.F. 346.8± L.F. 30 ±L.F, 30±L.F. I 50 ±L.F. 30 ±L.F. ~ 0 �J J J�J II J J J �� J J O� w J 'l.i �Q �Q �Q �'Q �� I- Q k- Q f- Q •Q tt co rD � o~ - 3 - 3_ i- �r3 �r3 �3 3 z d �3 + +Z + +J Z Z J p� p�U +,Z_ +Z +Z Z +J + w w =a o- w o a o.-c� �n�� ro� a r .-a z -jw 3 w 367....... `) `� �� °3 v v w 3 rW w ,� w � ~ 3w 367 .........�...r �� ......... ............................... r,...�, D. N cc °° x Go LO Z f C7 `t (� Q: Q . . . . . ¢ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Q. Q Q . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 362' TOW =' 361:60 . . . . . . . . . . . . . . . . . . . . . . . . . . . TOW= 361.76 . . . . . . . . . . . . . . . . . . . . . . . . 362 TOW =361. 6 TOW= 360.26 TOW--360.26 co o NOTE: GATES SHALL BE ifl i DESIGNED BY OTHERS 357. . . . . . . . . . . FINISHED GRADE PROFILE . :� .� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . o . . . . . . . . . . . . . . . . . . . . . . . . . . . .� r . . . . . . . . . . . . . . . . . . . . . . . . 357 (PAD SIDE). �. _ FINISHED GRADE _PROFILE _ :FINISHED GRADE PROFILE = — — — — — — — — — — -- --= - - - - -- — — — — — — — — — — — — — - -. --- (STREET SIDE) (SUM P S I DE) ----- .----------- - - - - -. - - - -. . . . . . . . . . . . . . . . . . . . . . . . - - TOF= 354.10 - - -= -- =353.76 — - — =_���, �:._ — — - -------- - - - - -- - - - - = -- - - ^ -- TOF TOF= 354:26 TOF= 353:60 352:...:.. » ,,. TOF= 353.26 TOF =353.26. „ „ :352 PROFI -LE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . - PROFILE A .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. .. . .. PROFILE . B . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10 +00 11400 12 +00 13 +00 14 +00 15 +00 16 +00 17 +00 18 +00 B 2 BLOCK WALL PROFILE 2 30± L.F. 1 392.8± L.F. 301 _ ±L.F. I � OQ MQ 367.... `°3 .367 W �a ^Q ^Z 3� 3V) 3� ui 3 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Z. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Z. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 362:... :...:... : ...:...:...:...:...: .R ...,................ TOW=361.60..................... ....... ................. ...........362 0 A TYPICAL SECTION �+ NOT TO SCALE R/W WOODLAWN WAY STREET SECTION NOT TO SCALE co 0 0 3 w J 0 0 z Q z Q J a 0 J O O N a F-- J J Q O _o N d / co z Q 0 0 N / E 0 Q E 0 Ln r N C%1 Z 0. Q J J J Q> Y U O J m 0 O J � J CN Q r 2� a Y Q O �m J Q W c)Q. Q U) Li too c) U) Z 0 W Li too c)