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HomeMy WebLinkAbout5.4-12100 Revisionsr � r r REVIEWED BY: ■L1 oil 111111 rr 1 71 334$ 6 jolq mr 4t®i 6s 7/F/2oic RECORD DRAWING P"A 2 s 14- ota L'/ ,KERSFIELD DATE BY FRED W. PORTER, ROE 33448 EXR NICOLAS G. FIDLER, R.C.E. 61069 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 REVISIONS APPROVED BY L_ -L-7 L � ➢ I P� '(— i , �III� I � � L---1 Idd II T-------------------- —I_i__f I i i l r fl -L-_l. TENTATIVE FUTURE TRACT 7246-_T- COMMERCIAL r"J 1111119® \ I Idl`I /� X41111 I /! !/ 1I11'19�� y __J191�1 4�1 = L Lv�o 7 �O�Otiy l l,a Cil TENTA-ITrvE �1$Ilii�--,�,141 TRACT 7254 y14t - 1\t\ VA1\ _ L 1 0� i K DATE -� h // /�� `\ � y " �i vv, � 7 FRED 61VPORTER, ft C.E. N0.33448 DATE . �, � 1 - DAPADiLLA, .C.E. N0.67008 DATE. SHEET No. INDEX X x ( 6 l \\\ .� Z \�--�4\'r\ TENTATIVE V A VA V 1A VAA 'TRACT 7246' A\\%\ ��,� �I VA \Avg A �� v� J �I/l l e vvev� ��Avvv< X 01 VvFUTUREX COMMUNITY111@ISUMP V AV CENTER �/ - / /���0 / f/iii���aaa../.����`.� Ip.il 9FUTURETENTAT�I PARK SITE 1 �\��\%�'\ / \ /VE TRACT 71247,/ 1 i-� �i\\� NC - /�� v�v v.�� y q/> CD TITLE SHEET \ /� �; E ��\ / /T ` \ �t \� e L� o``��5 \--/s / \T�� / ^ J\{:(�'� �T�`. / ?TENTATIVE ? T` 1j 1 C) BLOCK WALL NOTES \ �a y( / / �� , \\ \ c� / ! L TRACT 7246 1 BLOCK WALL DETAILS 03 TYPICAL STREET SECTIONS �� /'�/ter v�vw�/ / ��� / T:.• �Q7 / `� _ L rl `J ®WHITE LANE STATION 86+45 — 95+50 OS WHITE LANE STATION 95+50 — 105+50 © WINDERMERE STREET STATION 94+40 — 105+55 CZ) CAMPUS PARK DRIVE STATION 162+30 — 170+80 <� ® WINDERMERE STREET �. STATION 76+35 — 83+80,/ 9, SUMP "A" BL C WALL to ! H L A E �dJALL FSA N LEQEND ® SHEETINDEX NUMBER LA —PROP ED BLOCK WALL �P OPOSEDLy-�� W/NUMB I 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 L1R 6225 'tl7'� l: , TR -6009 'C' '�; uO1i'e.�l—���'N - L/ 1 I 1, �r �' J WALL (-1031 LF) ST%D ALE HIGH SGFiDOI LF 8'-0" WALL - 637 LF 8'-6" Y.. WHITE _- _LANE P11861 LF PARCEL 4 LLATNo. PARCEL 5 PARCEL 6 92-0351 WALL - 230 F.M. 12100 WALL TOTAL(S) g o P.M. 12100 P.M. 12100 LF rc PARCEL 1 PAflCA 2 PAM 3 _£ O a P.M. 12100 LOT ,P ;00G ` /?PMC . ROJECT3 D s' MURuwos _ " ITE Q s � �i /I .^ ARCEL 7 q08 R < P.M. 12100 pKR} � N� FE P.M. 100 Perms PARCEL 13 PARCEL 12 a r P.M. 12100 P.M. 12100 TR -6118 x PARCEL 9-_ REMAINDER OF P.M.12100 ORI PARCEL A' ^i r;f5=135 „,OF P.M.W. 08-1182 I A- V1PM 11838 LOT LLA No. Tft�5986 12-0133 - VIPM 11838 WEST MING SPECIFIC PLAN AREA 1 VICINITY MAP NO SCALE REVISIONS APPROVED BY L_ -L-7 L � ➢ I P� '(— i , �III� I � � L---1 Idd II T-------------------- —I_i__f I i i l r fl -L-_l. TENTATIVE FUTURE TRACT 7246-_T- COMMERCIAL r"J 1111119® \ I Idl`I /� X41111 I /! !/ 1I11'19�� y __J191�1 4�1 = L Lv�o 7 �O�Otiy l l,a Cil TENTA-ITrvE �1$Ilii�--,�,141 TRACT 7254 y14t - 1\t\ VA1\ _ L 1 0� i K DATE -� h // /�� `\ � y " �i vv, � 7 FRED 61VPORTER, ft C.E. N0.33448 DATE . �, � 1 - DAPADiLLA, .C.E. N0.67008 DATE. SHEET No. INDEX X x ( 6 l \\\ .� Z \�--�4\'r\ TENTATIVE V A VA V 1A VAA 'TRACT 7246' A\\%\ ��,� �I VA \Avg A �� v� J �I/l l e vvev� ��Avvv< X 01 VvFUTUREX COMMUNITY111@ISUMP V AV CENTER �/ - / /���0 / f/iii���aaa../.����`.� Ip.il 9FUTURETENTAT�I PARK SITE 1 �\��\%�'\ / \ /VE TRACT 71247,/ 1 i-� �i\\� NC - /�� v�v v.�� y q/> CD TITLE SHEET \ /� �; E ��\ / /T ` \ �t \� e L� o``��5 \--/s / \T�� / ^ J\{:(�'� �T�`. / ?TENTATIVE ? T` 1j 1 C) BLOCK WALL NOTES \ �a y( / / �� , \\ \ c� / ! L TRACT 7246 1 BLOCK WALL DETAILS 03 TYPICAL STREET SECTIONS �� /'�/ter v�vw�/ / ��� / T:.• �Q7 / `� _ L rl `J ®WHITE LANE STATION 86+45 — 95+50 OS WHITE LANE STATION 95+50 — 105+50 © WINDERMERE STREET STATION 94+40 — 105+55 CZ) CAMPUS PARK DRIVE STATION 162+30 — 170+80 <� ® WINDERMERE STREET �. STATION 76+35 — 83+80,/ 9, SUMP "A" BL C WALL to ! H L A E �dJALL FSA N LEQEND ® SHEETINDEX NUMBER LA —PROP ED BLOCK WALL �P OPOSEDLy-�� W/NUMB I 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 'TENTATIVE/�.�_. T \ n \ / /� / TRACT 7288 `�`� / 4 \ N � /� l f I I I ` m, / T.\ �/ / \j / / `�` \ // i ~• \ OR �\ TR CT 2ss i i t ^ �'.v/ / / / ��ti\✓�� \ L / �a 0/2/ L / 1 „ BLOCK WALL NOTE TENTATIVE ����� ° i/ // vTENrnnVE ALL BLOCK WALLS SHOWN SHALL BE /� '/ , >'� �� TRACT 72_88 I J[ Inw PRIVATELY MAINTAINED BY HOMEOWNER'S / �/✓/ �� / / /'i �1 I 1,°/r✓l - w ASSOCIATION. / Il �,{\ �\ ` ,/ /�� w K zm z it ,A�.,� UNDOMOUND SERM T ALERT ' ISA �. �C / /' v / /// ✓' v OF SOU1NEM CALIFORNIA ; / M DIAL TOLL FREE 9-800-227-2600 AT (EAST TV DAYS BEFORE YOU OIG FULLER APARTMENTS PG&E SUB -STATION BAKERSFIELD MEMORY CARE KEY MAP / \ HOSPICE SCALE: 1'=200' II a z m o�>. ati t moc2 cg�z �P�a w Jw ZhZ �uw4ru_Wo W yq�yqO Feu 2�z FN -OW LL'�VO��I-(N(99U ZW!-W z ��E'Szz�LL�3 �4a��K rx O. AEON OO A-.Ou P W W N p W N 9o3a�mQ=Fm 2Q �yO w�w VO000 O&YZzK�Ol�O Z6 h' �icOi��iw(Jap��y �20$���=CaLLw pwOM! wOm W 01N �w wz Oaym� YI S - W yPgTF O W$$N ay x- c�S�¢g N d O o wmZz DWzw 0j0z K-1 QZ(, ZQmw w m ox trw� Uu I-- m¢awo ZUW �w wF,.�z=1wo Z woZf5mo W LrarzYaL�Q� 0wO �OUmQot ZO 00 2 02 now V/ po wo�w OW®I- U m w s O Q= U Z E,- :<zm880a a�wmv(rwN~ 0 0 Q w w a j 0 W d Q¢ p w Z m ay1r�<a Z ZOIT-HpOUO� v1zO v aw}USz0' O O_ N U 0 ZNo0_0<yiwww w 2v1wL �5 Lij X> -ow I-gU01-000of S CITY RE En Z M (� m M Lo %' T o W z E H w mM P 1 CD V y N 0 �® eC w y✓ _Z < m co N 06 Z d o � A: ^ •.. W wM �- N m 61 q ® :V e w >g �o w 7 jut W w � ` o Q � En Z M (� m M Lo %' T o W z E H w mM P 1 CD V y N 0 �® eC w y✓ _Z < m co N 06 Z d o � A: ^ •.. W wM �- N m 61 q ® :V DATE 6/08/2015 OF 9 e w >g �o 7 jut �_ ou � m s � �i /I 41 DATE 6/08/2015 OF 9 2ENERALSQM 1. ALL CONSTRUCTION SHALL CONFORM TO THIS PLAN, THE CALIFORNIA BUILDING CODE, LATEST SURFACE TO FG FILTER FABRIC _1 CUBIC FT OF GRAVEL PER FOOT OF WALL 13. EDITION, AND STANDARDS PERTAINING THERETO, AND THE GEOTECHNICAL INVESTIGATION W 0 0 0 1 m o �� 0 PREPARED BY BY SOILS ENGINEERING, INC., SEI FILE No. 13-14568 DATED OCTOBER 14, 2013, M^x SEE NOTE & SEI FILE No. 13-14358 DATED MARCH 27, 2014, AND SEI FILE No. 14-14892 DATED JUNE 0 } 24, 2014 AND ANY ADDENDA THERETO. THESE DOCUMENTS SHALL BE MADE A PART - 14. HEREOF. 2. ALL CONSTRUCTION WITHIN THE CITY RIGHT-OF-WAY OR CITY EASEMENTS SHALL BE IN ALTERNATE O ACCORDANCE WITH CITY OF B.AKERSFIELD STANDARDS AND STATE OF CALIFORNIA, `O P` z O $ ow 15. NORMAL STAKING AND MARKING OF THE PROJECT WILL BE SUPPLIED ONLY ONCE. ALL DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS DATED 2010. THESE -m RESTAKING OR REMARKING SHALL BE AT THE EXPENSE OF THE CONTRACTOR. N STANDARDS, DRAWINGS AND DETAILS SHALL BE CONSIDERED A PART OF THESE PLANS AND FOR OTHER IMPROVEMENTS NOT SHOWN, REFER TO GRADING PLAN, STREET PLANS, SEWER & ow � (3 TOTAL) THE CONTRACTOR SHALL OBTAIN A COPY FOR HIS USE. N WALL 3. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL NECESSARY PERMITS BEFORE START OF - 1. CONSTRUCTION. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BEARING SOIL SHALL BE COMPACTED TO 90% OF MAXIMUM DRY DENSITY AS DETERMINED BY BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK TO BE PERFORMED IN THE ASTM D-1557 TO A DEPTH OF 12 INCHES BELOW BOTTOM OF FOOTING. CI NOTE: i INSTALL EXISTING, ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY AN IMPROVEMENT EXCAVATED AREAS WIDER THAN WIDTH OF FOOTING SHALL BE RECOMPACTED TO 90% RELATIVE AGREEMENT, APPROVED INSURANCE AND SECURITY BASED ON AN APPROVED ENGINEER'S COMPACTION TO TOP OF FOOTING OR FILLED WITH CONCRETE. 1. REFER TO LANDSCAPE ARCHITECT'S PLANS FOR ESTIMATE FOR THE WORK PERFORMED WITHIN THE STREET RIGHT-OF-WAY SHALL BE POSTED FOR ALL BLOCK WALLS WITHIN THE CITY RIGHT-OF-WAY OR EASEMENTS, THE CONTRACTOR LOCATIONS PRIOR TO ISSUANCE OF A PERMIT. WILL BE RESPONSIBLE FOR COMPACTION TESTS. THE NUMBER AND LOCATION OF TESTS TO BE ON PLAN 4. 24 HOUR NOTICE: PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY DETERMINED BY THE CITY ENGINEER. VARIES CONSTRUCTION INSPECTION SECTION SHALL BE GIVEN AT LEAST 24 HOURS NOTICE. THE 5. WATERPROOF SURFACE IN ACCORDANCE WITH WATERPROOFING SPECIFICATIONS. COAT ONLY SECTION MAY BE NOTIFIED AT (661) 326-3049. WALL THAT PORTION BELOW HIGHEST GRADE SIDE DOWN TO FOOTING. vNWi � 5. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING DIMENSIONS, DATA AND MEASUREMENTS AT 1w-w THE BUILDING SITE PRIOR TO CONSTRUCTION. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS O -x 0 ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. PORTER & 0 co: 7. ASSOCIATES, INC. MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND x V CONDITIONS SHOWN BY THESE DRAWINGS. O MASONRY BLOCK WALL. CONTINUE REINFORCEMENT THROUGH THE GAP. 6. EXISTING UTILITY AND UNDERGROUND LINES HAVE BEEN SHOWN ON THIS PLAN ACCORDING TO 00 AVAILABLE RECORDS. THE ENGINEER IS NOT RESPONSIBLE FOR POSSIBLE ERRORS OR U OMISSIONS. THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF THE LOCATION AND `- 0 MASONRY BLOCK WALL PATTERN SHALL BE RUNNING BOND (COMMON BOND), UNLESS DEPTH OF ALL UTILITIES PRIOR TO BEGINNING OF ANY WORK. UNDERGROUND SERVICE ALERT m 2" BRICK LANDSCAPE LOT SIDE (U.S.A.: 1-600-227-2600) 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. z 8. IF A PROBLEM OR CONFLICT SHOULD ARISE DURING THE COURSE OF THE PROJECT, IT IS THE OMIT HEAD RESPONSIBILITY OF THE OWNER OR THE CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIATELY yI, JOINTS 0 FG PRIOR TO ANY FURTHER WORK. Y *FG _ 9. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, TOOLS, EQUIPMENT AND SUPERVISION NECESSARY FOR A COMPLETE AND FUNCTIONAL PRODUCT, PL #4 CONT. 32" O.C. MAX RESIDENTIAL LOT SIDE U' CONT. TYP. �I o cO IDm < #4 Q 10. ALL WORK WHICH IS DEFECTIVE IN ITS CONSTRUCTION OR DEFICIENT IN ANY OF THE ALTERNATE REQUIREMENTS OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE REMEDIED, OR REMOVED #4 CONT. TYP. a° ° LEGS 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 OR CONTRACTOR SHALL NOTIFY THE BUILDING OFFICIAL IN WRITING AS TO THE CHANGE OF ENGINEER IN RESPONSIBLE CHARGE. TYP. 9" 1'-6" O 12. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; INCLUDING EROSION, SEDIMENTATION & DUST CONTROL PLAN AND STORM WATER POLLUTION PREVENTION * HIGH SIDE FG VARIES PLAN IMPLEMENTATION AND THE SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND 7'- 0- OR 7'-6" WALL THE LIR 7'-6" WALL THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM ^' MID-SECTION WATERPROOFING SPECIFICA1]QN5 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 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 W 28 DAYS. 2. CONCRETE BLOCK MASONRY UNITS SHALL BE DRY AND CLEAN BEFORE GROUTING OPERATION. 2" BRICK LANDSCAPE LOT SIDE PL #4 CONT. ® 32" O.C. RESIDENTIAL LOT SIDE 2" BRICK LANDSCAPE LOT SIDE T- Z 0 OMIT HEAD . JOINTS ® FG o *FC J - �nvcvmh #4 CONT. 32" O.C. MAX RESIDENTIAL LOT SIDE #4 p CONT. TYP. - 00 J #4 CONT. TYP. ° (3 TOTAL) I°. ° - a 3" CLR. TYP. -#4 CONT. TYP. 0 CTR. m o< #4 0 32"O.C. MORTAR FILLET #5 ® 32" O.C. WATERPROOF z1- * HIGH SIDE FG VARIES �7'-0" OR 7'-6" WALL -0" OR 7'-6" WALL ^' END -SECTION N.T.s. I, io o N x _ N cO " m p , OMI m JOINTS 0 FG THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. SURFACE TO FG FILTER FABRIC _1 CUBIC FT OF GRAVEL PER FOOT OF WALL 13. IF THE CONTRACTOR IS IN DOUBT AS TO THE MEANING OF ANY PART OF THE DRAWINGS AND W 0 0 0 1 m o �� 0 SPECIFICATIONS OR FINDS DISCREPANCIES IN OR OMISSIONS FROM THE DRAWINGS, HE SHALL M^x SEE NOTE & SUBMIT A WRITTEN REQUEST FOR AN INTERPRETATION OR A CORRECTION THEREOF, PRIOR TO 0 } FILING HIS BID PRICE FOR THE PROJECT. - 14. PORTER & ASSOCIATES, INC. WILL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED I CHANGES TO OR USES OF THESE PLANS. ANY AND ALL CHANGES TO THESE PLANS MUST BE ALTERNATE O APPROVED IN WRITING BY PORTER & ASSOCIATES, INC. `O P` z O $ ow 15. NORMAL STAKING AND MARKING OF THE PROJECT WILL BE SUPPLIED ONLY ONCE. ALL N -m RESTAKING OR REMARKING SHALL BE AT THE EXPENSE OF THE CONTRACTOR. N 16. FOR OTHER IMPROVEMENTS NOT SHOWN, REFER TO GRADING PLAN, STREET PLANS, SEWER & ow � (3 TOTAL) STORM DRAIN PLANS, WATER PLANS AND DRY UTILITY PLANS FOR THIS MAP. N WALL NOTES CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING AND GRADING ALONG THE WALL LINE. [:C#3 TIES 0 24" O.C. - 1. 2. BEARING SOIL SHALL BE COMPACTED TO 90% OF MAXIMUM DRY DENSITY AS DETERMINED BY #4 CONT. @ 32" O.C. ASTM D-1557 TO A DEPTH OF 12 INCHES BELOW BOTTOM OF FOOTING. CI NOTE: i INSTALL 3. EXCAVATED AREAS WIDER THAN WIDTH OF FOOTING SHALL BE RECOMPACTED TO 90% RELATIVE PVC DRAIN PIPE COMPACTION TO TOP OF FOOTING OR FILLED WITH CONCRETE. 1. REFER TO LANDSCAPE ARCHITECT'S PLANS FOR 4. FOR ALL BLOCK WALLS WITHIN THE CITY RIGHT-OF-WAY OR EASEMENTS, THE CONTRACTOR LOCATIONS WILL BE RESPONSIBLE FOR COMPACTION TESTS. THE NUMBER AND LOCATION OF TESTS TO BE ON PLAN VIEW. * DETERMINED BY THE CITY ENGINEER. VARIES 3. REFER TO LANDSCAPE ARCHITECT'S PLANS FOR 5. WATERPROOF SURFACE IN ACCORDANCE WITH WATERPROOFING SPECIFICATIONS. COAT ONLY W Y WALL THAT PORTION BELOW HIGHEST GRADE SIDE DOWN TO FOOTING. O p 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. W_ io 7. FOR BLOCK WALLS THAT SERVE AS SCREEN FENCES, PROVIDE VERTICAL EXPANSION JOINTS o 'o io WITH 3/8" -MAX. GAP AT 48 FOOT INTERVALS ALONG THE ENTIRE LENGTH OF THE CONCRETE O MASONRY BLOCK WALL. CONTINUE REINFORCEMENT THROUGH THE GAP. 8. THE HEIGHT OF BLOCK WALLS THAT SERVE AS SCREEN FENCES SHALL BE 6'-0" MIN. m MEASURED FROM THE HIGHEST ADJACENT GROUND. 9. MASONRY BLOCK WALL PATTERN SHALL BE RUNNING BOND (COMMON BOND), UNLESS OTHERWISE NOTED, 10. ALL REBAR OVERLAPPING SHALL BE 24 INCHES, UNLESS OTHERWISE NOTED. 11. ALL REBAR ADJACENT TO SOIL SHALL HAVE 3 INCH MIN. CONCRETE COVER. 12. GROUT ALL CELLS CONTAINING REBAR, TYPICAL. WATERPROOFING SPECIFICA1]QN5 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 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 W 28 DAYS. 2. CONCRETE BLOCK MASONRY UNITS SHALL BE DRY AND CLEAN BEFORE GROUTING OPERATION. 2" BRICK LANDSCAPE LOT SIDE PL #4 CONT. ® 32" O.C. RESIDENTIAL LOT SIDE 2" BRICK LANDSCAPE LOT SIDE T- Z 0 OMIT HEAD . JOINTS ® FG o *FC J - �nvcvmh #4 CONT. 32" O.C. MAX RESIDENTIAL LOT SIDE #4 p CONT. TYP. - 00 J #4 CONT. TYP. ° (3 TOTAL) I°. ° - a 3" CLR. TYP. -#4 CONT. TYP. 0 CTR. m o< #4 0 32"O.C. MORTAR FILLET #5 ® 32" O.C. WATERPROOF z1- * HIGH SIDE FG VARIES �7'-0" OR 7'-6" WALL -0" OR 7'-6" WALL ^' END -SECTION N.T.s. I, io o N x _ N cO " m p , OMI m JOINTS 0 FG CTR. SURFACE TO FG FILTER FABRIC _1 CUBIC FT OF GRAVEL PER FOOT OF WALL 0 - a U " 1 x o 2 m I 0 o f 0 m co< W 0 0 0 1 m o �� 0 *FG M^x SEE NOTE & �' 3 8 8 0 } waw - 0 WALL CONSTRUCTION NOTES I o z ALTERNATE O mx 1 pTD `O P` z O $ ow ° LEGS N -m #4 CONT, TYP. N L i ow � (3 TOTAL) O N z ¢ [:C#3 TIES 0 24" O.C. o 3" CLR. #4 CONT. @ 32" O.C. TYP. CI NOTE: i INSTALL 4" DIA. PERFORATED PVC DRAIN PIPE ON RETAINING 1. REFER TO LANDSCAPE ARCHITECT'S PLANS FOR 2, 9" SIDE OF WALL IN LOCATIONS SHOWN ON PLAN VIEW. * HIGH SIDE FG VARIES 3. REFER TO LANDSCAPE ARCHITECT'S PLANS FOR MONUMENT 9'-6" WALL MID-SECTION N's - ?L 2° BRICK LANDSCAPE LOT SIDE -#4 CONT. 32" O.C. MAX RESIDENTIAL LOT SIDE - #4 ® 32-O.0 V 0 m m� Oco O CTR. --#4 CONT. TYP. I 0 o f 0 m co< W 0 0 0 1 m o �� 0 W M^x w �' 3 8 8 0 Z waw M x 0 WALL CONSTRUCTION NOTES O o z Q O mx 1 pTD `O P` z O $ ow 3 CL PILASTER - - w © CONTINUOUS REBAR PER WALL DETAIL -m m� p io N L a ow � 0 O N z ¢ [:C#3 TIES 0 24" O.C. o © (3) #4 REBAR EA. WAY ®PILASTER #4 CONT. @ 32" O.C. #4 VERTICAL REBAR (4 TOTAL) (1) #4 REBAR @ FOOTING BUMP OUT x 1. REFER TO LANDSCAPE ARCHITECT'S PLANS FOR BRICK COLOR, *FG 2. REFER TO LANDSCAPE ARCHITECT'S PLANS FOR BLOCK COLOR, PATTERN, MANUFACTURER, GROUT ETC. 3. REFER TO LANDSCAPE ARCHITECT'S PLANS FOR MONUMENT PL 2" BRICK CAP LANDSCAPE LOT SIDE CTR. _.#4 CONT. 32" O.C. MAX RESIDENTIAL LOT SIDE -#4 Q 24-O.C. CONT. TYP CONT. ® 24" O.C. ORTAR FILLET MORTAR FILLET SLIGHT BEND SLIGHT BEND r #4 0 32" O.C. Z, _ -� #4 ®24" O. C, zo 0 o WATERPROOF - gy m w m o WATERPROOF - m N -x -I z SURFACE TO FG `O Of 0 In x _I z SURFACE TO EG CTR.-- 0 <o CTR. I m o oxY - OMIT HEAD FILTER FABRIC `tea o=`y - OMIT HEADS FILTER FABRIC `�a_, 000 `Ir JOINTS @ FG 1 CUBIC FT OF m o " w 0 JOINTS 0 FG 1 CUBIC FT OF o o m L *FG - - GRAVEL PER `� o m *FG GRAVEL PER ® FOOT OF WALL + F00T OF WALL d �- ALTERNATE r- - ALTERNATE #4(3 OT TAT) P. ®- ag I LEGS #4 CONT. TYP. - I LEGS o �-L (3 TOTAL) - °a° -1- 1 3" CLR.-^- IF I 3" CLR.--1 f TYP. 9,. -_', 9„ a TYP. - 1, 0„ 2'- 0" 0 n:. * HIGH SIDE FG VARIES 2'-6"� NOTE: * HIGH SIDE FG VARIES OMIT GRAVEL BACKFILL AND FILTER FABRIC NOTE: FOR LESS THAN 2'-0" OF RETAINING. OMIT GRAVEL BACKFILL AND FILTER FABRIC FOR LESS THAN 2'-0" OF RETAINING. 81-01, OR 8'-6" WALL MID-SECTION N.T.S. ( 8''-0" OR 8'-6" WALL �~1 END -SECTION N Ts' K h N < _ I C CPILASTER L�--- a- -- --� I 0 EDGE OF FOOTING I �® --- -;-G-- I 12" 2'-0" E OF FOOTING EDGE OF _--._.-..-� A -• [ r 1 JB] �-'• I } I REVISIONS APPROVED BY °�_II Lis FRED W. PORTER, R.G.E. EE NO 33448. DATE •' (4)6"x6"x1 s' BLOCKS' /7� MONUMENT WALL "FULL" PILASTER MID-SECTION N.T.S. W m J d OF FOOTING 0 O 0 ' (6-x6"x16- BLOCK & DANIEL PADILLA, R.C.E. NO.67008 DATE 6"x6"x12" BLOCK) TYPICAL WALL "FALSE" PILASTER v N.T.S. WALL PILASTER = H_- ®MONUMENT W D W m w �' 3 8 8 0 8-4 I10 waw an U J WALL CONSTRUCTION NOTES O o z Q - `oI N `O P` z O $ ow 3 CL PILASTER - - w © CONTINUOUS REBAR PER WALL DETAIL w a J_ J a L a ow � 0 EDGE OF _--._.-..-� A -• [ r 1 JB] �-'• I } I REVISIONS APPROVED BY °�_II Lis FRED W. PORTER, R.G.E. EE NO 33448. DATE •' (4)6"x6"x1 s' BLOCKS' /7� MONUMENT WALL "FULL" PILASTER MID-SECTION N.T.S. W m J d OF FOOTING 0 O 0 ' (6-x6"x16- BLOCK & DANIEL PADILLA, R.C.E. NO.67008 DATE 6"x6"x12" BLOCK) TYPICAL WALL "FALSE" PILASTER v N.T.S. w $ u% W w Z� Q - w Im �'FzlmLLo W4<am �yF g HF. s �32W Ka(�j. �OWOVJy� oza �Czo 6Frz a eYo�'LL��mw wyowy s MPH W W j O U a Z N K qQ YI wN 00"5 �>'wwa~a � aw yo8- 1-ia oN` $w 1u" a'6 < 6a�w�wW owLL mw�izaw �w G i Jy W 2a�y0u o�o°$w�w' w2N z?m°-'aw m�Bz���am r�o-W.w �i gnig >�- oa. c0i5a�d" 21 ME WALL PILASTER ®MONUMENT W w L% CORNER N.T.S. w � > V 8-4 I10 waw 6 m WALL CONSTRUCTION NOTES ® FOOTING REVNFORCEMENT PER WALL DETAIL U © SLUMP BLOCK PER WALL DETAIL > W w © CONTINUOUS REBAR PER WALL DETAIL w a J_ J a OD VERTICAL REBAR PER WALL DETAIL a ow � 0 ❑E BRICK VENEER (TYPE BY OTHERS) z ¢ [:C#3 TIES 0 24" O.C. o� OIm © (3) #4 REBAR EA. WAY ®PILASTER H❑ #4 VERTICAL REBAR (6 TOTAL) #4 VERTICAL REBAR (4 TOTAL) (1) #4 REBAR @ FOOTING BUMP OUT 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. w $ u% W w Z� Q - w Im �'FzlmLLo W4<am �yF g HF. s �32W Ka(�j. �OWOVJy� oza �Czo 6Frz a eYo�'LL��mw wyowy s MPH W W j O U a Z N K qQ YI wN 00"5 �>'wwa~a � aw yo8- 1-ia oN` $w 1u" a'6 < 6a�w�wW owLL mw�izaw �w G i Jy W 2a�y0u o�o°$w�w' w2N z?m°-'aw m�Bz���am r�o-W.w �i gnig >�- oa. c0i5a�d" 21 ME �G1NEtK W W w d a � 0 a w � > V waw 6 m U w > W w w a J_ n a �G1NEtK a d a W � � n > V U 6 • 0 LEGEbID 01 PROPOSED 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. M2 PROPOSED 5' WIDE SIDEWALK PER C.O.B. STD. DWG. ST -3. (MAY MEANDER) �3 PROPOSED TYPE "M" MEDIAN CURB PER C.O.B. STD. DWG ST -18. ® PROPOSED 8' WIDE CONCRETE MULTI -USE TRAIL (4" THICK CLASS "B" CONCRETE) (SEE C.O.B. STD. DWG. ST -3. FOR CONCRETE SPECIFICATIONS, JOINTS, ETC.) M5 PROPOSED LANDSCAPE AREA (SEE LANDSCAPE PLANS -BY OTHERS). © PROPOSED BLOCK WALL. s 4' WIDE DECOMPOSED GRANITE PATH ® 6"6" CONCRETE MOW CURB F9 PROPOSED 6" CURB NO GUTTER SIMILAR C.O.B. STD. DWG. ST -1. 1O 5.5' WIDE COMBINATION SIDEWALK PER C.O.B. STD. DWG. ST -3 TYPICAL STREET SECTIONS NOTE: SIDEWALK AND MULTI-PURPOSE TRAIL MAY MEANDER WITHIN RIGHT-OF-WAY PER WEST MING SPECIFIC PLAN (TYPICAL ALL SECTIONS) NOTE: ALL LANDSCAPING SHALL BE PRIVATELY MAINTAINED THROUGH HOMEOWNER'S ASSOCIATION FEES J F O o ST CL R/W IN "NO PARKING ALLOWED" CAMPUS PARK DRIVE - WINDERMERE STREET (SHEET 7) "PARKING ALLOWED" SEE PARKWAY TYPE "B" DETAIL S PER "WMSP" EXHIBIT 4-11.3 WMSP COLLECTOR STREET ry NOT TO SCALE J H JO $T [? J R/W CL R/W a WINDERMERE STREET (SHEET 8) PER "WMSP" EXHIBIT SIMILAR 4-11.3 (PARKING ON TRAIL SIDE) WMSP COLLECTOR STREET ry NOT TO SCALE ST CL "NO PARKING ALLOWED" SEE PARKWAY TYPE "A" DETAIL 3 R/W "NO PARKING ALLOWED" „ „ H WINDERMERE STREET (SHEET 6) "NO PARKING ALLOWED" SEE PARKWAY TYPE B DETAIL �1 WMSP COLLECTOR STREET SEE PARKWAY TYPE "A" DETAIL 3 ry NOT TO SCALE STREET SIDE W a LOT SIDE w 6 a z 7' J � U ?a :a I z4 Q� 2' 2` i s i4* — IF— 2 �1 FINISHED P, I I ] r L *= LANDSCAPE AREA SHALL BE 4:1 MAX. **= RETAINING WALL (WHERE OCCURS) PARKWAY TYPE "A" DETAIL ry NOT TO SCALE 7245 7245 NOTE. S l rALL I ow uL f V6al 1 Nl nll� 119�I�LV F- J ST o❑ J Cl R/W _VARIES _ l S 0 *** I— 55' TO 60' WI 7H VARIES Wmiill"-'m"a�-o rcm�w�m S"m mm �o moo'&�sw�=w a Z 2 y Wd W Z Y m ❑cZ�Zoo �i4o�p �w�W❑Kc!�y�j�N ��`Za�luw�SZ z pu❑ipw'�FO w QitQi���w�o LLi3m3f-�"�z W Srk>Q��❑g �ZR��xi4�ywfG�w <f ❑2006-Olx- m�rc"'�c��-fes i�gF-�w zo '589R!< WHITE LANE ISHEETS 4 & 5) PER "WMSP EXHIBIT 4-5 /"n WMSP ARTERIAL STREET_ r.* NOT TO SCALE SEE PARKWAY TYPE "B" DETAIL 3 *= LANDSCAPE LOT TO BE DEDICATED TO THE CITY OF BAKERSFIELD, BLOCK WALL AND LANDSCAPING TO BE MAINTAINED BY THE HOMEOWNER'S ASSOCIATION. RECORD DRAWING PwAsf5 2, 3 #j 4 cot_ -1 BY1 FRED W. PORTER, RCE 33448 EXP. DATE RECORD DRAWING 04ASC I C:aJLy LOT SIDE a ❑ 6 R/W STREET SIDEli� 37' w FYI FRED W. PORTER, RCE 33448 EXP. DATE 12' L S LOT I 5' 4' 8' e' WIDE ZQ 5 ❑7 f� IANDSC 5 E AREA a l.J �o cl(AnuG� To rt(iS Sk�EET `6 ���6 s 2' 2' LL: FINISHED PAD RE4'IS€C3NS APPROVED BY. 1. z 1-1 L ---Ji _'-....• '^�•��`a"'11 1 PREQY�.PCRTER R.G.E NC/.33448. DATE *= LANDSCAPE AREA SHALL BE 4:1 MAX. '��$,�/ �(�j **= RETAINING WALL (WHERE OCCURS) _ -' II/ �A - qq PARKWAY TYPE "B" DETAIL D HELRADII AA ��``R.C.E.NO.67008 DATE N NOT TO SCALE U _ Z M M Lo m LLI z E F- W,6 M Q > CJ , Ix to V = _deco ® 0) 6 Q PA (D i LL CIO 3 Y VJ K m N 06 W Q M W a y o Q'04 LLI w N M O 0^ ON a s � w r a ,_ 4 2 M J oe O ,_ PA JOB No. 13-2750H SHEET 3 OF 9 SHEETS oe :a Q� w 3 ] r h �a Q �OY PA JOB No. 13-2750H SHEET 3 OF 9 SHEETS F"'": i 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 CONIC = 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 9/b.Ut L.1-.1. 95 96 97 POER, R.C.E. NO. 33448 FRED W RT DATE a 100 101 OATS 102 103 LLJ KQ i-- —`—"-T (Y3 i9899_ _ U o' o --- —r—_S89i 948E I — 03 I--I Ov�S r o ip ^-------'_— --------------------------------------- __—____—,_—_____ - _------___ ma m� +ai¢ --___.---�'"— 03 PROPOSED MEDIAN z oz w W Ov + + + W �L N M M~ += '� U + + cD C0 O� TOW=365.80.. .. _ __ ....................... ..TOW .354.30.. - �_ �.. .. lwwl .......... .... . .. .. TOW - 36 0 3.8 _— TOW --363.30 —(uNE OF S16NT �.. . ... . .. ....... .. ... ... ... ... ...... ... .. ... .. . ....... 0 0. azs.zr iNiSIfD GRADE pROFl � � 'GRADE 'PROF"fit ' " 46.2 " ___v____ ___ _ �_ _. .__ ____ -FINISHED _ (STREET SID[) (7246 PAD SIQE) -- --- ---- -+s --- -------------- ------ ----- ---- � las 'E "mm low �" aJ n� ag c'n ns I w '+ +s m� o, I`" i A I I I I I I I I 367-- ...... 362:..........w... w ------------- N: 357.. e2 FUTURE TRACT 7246 (BY SEPARATE PLANS) PHA Ed e2 105 105+82.46 -- I�li� I s' 3 22' 22' g' f1 1 f LIVERPOOL WAY (BY SEPARATE PLANS) e2 U w$a� mopo a y wmLL$ FILL ¢"iwmo u>>lm�izs z zw wc4 oiz �iOwiuZimcwi3¢� y g K LL w t �g�w�wZ��w3 $ac'io�w�hyw a ��wG Fiz W Y igw O O Q y 0 K y N w pwza� ¢,u •- ow r u� 2-uapyGm 8o 3a¢3w°•�ga ZOZ F¢F¢>>ZWR'y 3d ayayLL p� ZZ�J Q�p2��Ow Opy� �w�a�u yO9�W�-po mx°i��wj ago �yw S��4�Op ;�pz3 p�6'LLY 33 O zy C y��wO�CyL�y�u�iwpg �O I mY O V O pp ¢C� O4 RECORD DRAWING !'aeAs& I r�Ly 8Y= FRED W. PORTER, ROE 334418 EXP. DATE -N- HORIZONTAL: 1"=50' VERTICAL: 1'=5' bt$.Ut Lt. 9/b.Ut L.1-.1. ..t. 08�( 0� I L.t. I POER, R.C.E. NO. 33448 FRED W RT DATE a C;) Q DANIEL PADi��� OATS KQ Kt� iKF (Y3 K U o' o Z O� OZ O 03 O� Ov�S O o ip ma m� +ai¢ oio- z oz W Ov + + + W + N M M~ += '� U + + cD i� O� TOW=365.80.. .. _ __ ....................... ..TOW .354.30.. - �_ �.. .. .. .......... .... . .. .. TOW - 36 0 3.8 TOW --363.30 �.. . ... . .. ....... .. ... ... ... ... ...... ... .. ... .. . ....... 0 0. _________ iNiSIfD GRADE pROFl � � 'GRADE 'PROF"fit ' " ___v____ ___ _ �_ _. .__ ____ -FINISHED _ (STREET SID[) (7246 PAD SIQE) -- --- ---- ---- --- --- -------------- ------ ----- ---- ..........367 ........ :362 .....:...:357 M o Z E N M R> U m a m rn � N LL Z Y �y� K OO N W Z N O w M Lu ti O (0 CD O O lie O Lo ® o T� r N I L CL 0) Q < a DATE 6/08/2015 i PA JOB No. 13-2750H SHEET �5 o. 0 N OF 9 SHEETS AEViSIONS APPROVED BY: POER, R.C.E. NO. 33448 FRED W RT DATE a C;) Q DANIEL PADi��� OATS ..........367 ........ :362 .....:...:357 M o Z E N M R> U m a m rn � N LL Z Y �y� K OO N W Z N O w M Lu ti O (0 CD O O lie O Lo ® o T� r N I L CL 0) Q < a DATE 6/08/2015 i PA JOB No. 13-2750H SHEET �5 o. 0 N OF 9 SHEETS ANLL STTAS:TIONS 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. LEQENQ - = 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 FTG = FOOTING CLR = CLEAR GB = GRADE BREAK WL = WALL STATION LS = LANDSCAPE HDPE = HIGH DENSITY POLYEHTYLENE FG = FINISHED GRADE ¢ia fl �m v + + w 70' a FUTURE RESIDENTIAL OjEr-'.'4EfrI0A s' n' s' sa' (BY SEPARATE PLANS) m K + N N N 2 5 Q + Nz A*in E5 o� o "'off NOa o_ 1 Orn r, 4rna �x +mN mssJ v C� w b N'B __ + + m rn m j o PROPOSED MEDIAN 106+33.41 I -Toy - _----------_------- _ -- ---10"W------ ------ 103 1O4 500'ST1O5 o — s9 _~ —_ ---- — --- T 7254 It SUTURE ACT t t t t s1.s sa , s0' IR �bg ma \ (gY SEP AR J J WHITE LANE I, tP:H:� SEE SHEET 4 t✓�!E I +oa c`�ow v"�iw HORIZONTAL: 1"=50' "'w VERTICAL: 1"=5' In ���J RECORD DRAWING -+ d I 421 LE 843.5± L.F. _ 351 LF. ( y\ QRS 451 "� a� z I m m a o �" "' '" 6Y FREA W. PORTER 'RCE 33446 EXP. DATE J�Q4 J J L +303 rni- o o+ ¢ r IR+ o�z o�� +J o@! o+� H+3� rn C7 �D d 'n _' '6 J `U� �g� 5 rn3®s3 �3 m3a "o d. N Z C7 Oz O N QZ rn to Z hCw? IQ\ Z 367..............................+Q ....... .367 +.0 . rn. .. ......... ........ .. .... ...................................................................................... ... .... .. ......... ... .......... .... .... ....... .... ..... .. ........ ..................... .......... TOW=363.63 TOW=363.63 TOW=36.96 362:..... . ............ .......... ...:...:...:.:...............:...:.......:..... ...........:...:....... I ......................362 1 o I N . _ W . 357 ...:. _� _ _-_ - 357 FINISHED GRADE PROFILE FINISHED GRADE PROFILE (w . .(STREET SIDE). .(TOR OF BERM) . TOF=356.63->---_--�.--L- ---.f ---- -- ------ --- - ., •- T - 56. . y . ____------------------- ---------------:--..�--y TOF=355.96 -- OF 3 3 . . _ . ....____________.,_____.______ ___ _____ _._.__,____,________.____.____,____.____.____. ___,____.__ . _.____.____._, ____________ ________ ___. __ . __.____.-r�_�__-��_ . . . . . . . . . . . . . . FINISHED GRADE PROFILE' (LOT SIDE T06 OF 9.OPE) DESIGN FLOWJNE PROHLE - -- - -� - - 352._-__----._-___.-_.r-.--_--,---..-----v _--__----_.- (NATURAL.GROUND).-------.-�--a----a-T-__.--,--_.-- .---.-_--. .. .. .. .. .. .352 -0- 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+0 z BLOCK WALL PROFILE (WEST SIDE)" APPROVED BY. CURVE TABLE CURVE RADIUS LENGTH DELTA TANGENT CI 2416.00' 325.74' 163.12' C2 3573.92' 329.24' _07.43'30" 0516'42" 164.74' C3 2286.00' 23.72' 00'35'41 11.86' C4 2295.00' 668.38' 16'41'11 336.57' !3 36, m REVISIONS REDW.PORTER,R.C.E.N0.33448 DATE D IEL PADILLA, R.C.E.40.67006 DATE ................367 DESIGN FLOYRINE -.--- —PROFL- - - _-___----__--- --- _;------ _-_----- . --352 -- --- ---s-,r- .... :... ..... ...... 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) 0 U oib$g wow U N W O S Z o mr$F�=z�z M yew 'mc� u Li I.i.l Z a�s� Q Lu m M wr t-`�§— U — %-jglow TR�+2 V _ CID m 022 962z'. o ® V! U1 X p 3c�¢za W Q �woocW—i P'�'amW atl .� W m ON xxa i`�'„ts6'ow� __`xx Wt m oo a�woa o� W Z N o o$lfffi• txccc * 11I Lu N�"? Q°' Y1"M-- .F. N f0 'MUy. �-.AOw � O co U�p 3�WW'pWp p20y. ® P Q ?Q µUµ [V[[[ Z O o /� NS m4 -a V1�-IO ur aox� x wed ~o�z��mam m y�����jap38�.- Fxv. M J M S N O III V DATE 6/08/2015 i PA JOB No. 13-2750H SHEET 60 a 0 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. LEQENQ w = THIS SHEET AP = ANGLE POINT BC = BEGIN CURVE CL = CENTERLINE GONG = CONCRETE CONST = CONSTRUCTION EC = END CURVE FTG = FOOTING GB = GRADE BREAK LS = LANDSCAPE FG = FINISHED GRADE FUJURE QAC (6Y SEPARATE P q�s�5 PARK SQUARE DRIVE I I` � I r ` —„J iBY 5e q TRACT 7 .8 R/W = RIGHT OF WAY TOE = TOP OF FOOTING CTR = CENTER TOW = TOP OF WALL RETG = RETAINING MAX = MAXIMUM MIN = MINIMUM CLR = CLEAR WL = WALL STATION HDPE = HIGH DENSITY POLYEHTYLENE \ r I � / I / I L FUTURE TRACT 7245 (BY SEPARATE PLANS) 4--763 '- - - - _, - PROPOSED MEDIAN J � T_ 1w¢' - " 4 v¢ M + 365 ............................ 360 ..... ..................... .... 355 :.......:...:...:. CURVE TABLE I J'�.tlx L.r. I CURVE - Il ll�/ VII TANGENT G1 1628.64' 276.15' 09'42'54 PA RK q r 1, 1616.00' 454.63' SQU 228.82' C3 DRIVE ARE nJ N 3 C4 1550.00' 808.57' 29'5320= 413.71' N oz o oz m M� W cq �- N � O z a " 4 v¢ M + 365 ............................ 360 ..... ..................... .... 355 :.......:...:...:. \ y\ \ \ S. �p ✓ Ngq Zp 5��w CURVE TABLE I J'�.tlx L.r. I CURVE RADIUS LENGTH DELTA TANGENT G1 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' 29'5320= 413.71' \ y\ \ \ S. �p ✓ Ngq Zp 5��w i 114.1Y Lt. btlb./Y l.h I J'�.tlx L.r. I I J orn N oz o oz o'n oz cq i --N mz m� +M + J o- oz a- O oz o+v o_ w <oz w + M I- on and a U I SII +i ¢1 R wt '6 w J Z Q O O O O N Lo O L6 01 O = N O O M N O O N ^ + + Z U + + + FUTURE TRACT 7288 + + + + + + (BY SEPARATE PLANS) Mo a TOW=36296 TOW=362.46 3a .. .... ,TOIN=361.46.... i 114.1Y Lt. btlb./Y l.h I J'�.tlx L.r. I I J orn N oz o oz o'n oz i --N mz m� +M + J o- oz a- O oz o+v o_ w <oz w + M R wt '6 w J Z Q O O O O N Lo O L6 01 O = N O O M N O O N ^ + + Z U + + + + + + + + + + TOW=36296 TOW=362.46 . .. .... ,TOIN=361.46.... ..TOW=361.96..... _ TOW=360.96 . . . . . . I . . . . . I .' FINISHGRADE PROFILE r•` 'FINISHED GRACIEPRO(ILE (TOP OF BERM) - - . `- —• — (STREET SIRE) — — —.� TOF-355.96 - � TOF=355.46 - - - - - - - - _. — — — _ _ _ _ - --- TGF=354.46 TOF=353.96 . HORIZONTAL: 1"=50' VERTICAL: 1"=5' wLLyy.. `// � 2 U V O yOWF- tll0 _1 W W N w y 2 jl a Z Q wiWItrcWW >mma= inozE8�J�ua W 2 E7 w �"il; 4igam w o Js N CWi si LL F" w "ig N Js cl 0.aow my, fD 6 d zz�3m rcz o�w N a> X ¢¢0 u30 �' W- zaggY oZ^8 pp& U) u Do 0s o� Z w -� o <3waz4"d 06Z mo a< ozo�m oz> z¢�tty4¢!0�yw. �p oW� Z -N �^4 UnuiOw J< W w U2 M �,a �nh-w7p ycLL H N ED w ZO aI@ HTX szaa °w'o Fr" c�ti T3�S'�ooF aoY�_wa4 3¢0�}� o WKw w 2 W O�Z�—f/m6N L 4w�U ��i2Kw ��onex-cgo�adE W 0 u 0 w IL z IL z m � www o w"w M 4 a RECORD DRAWING F4aA s Z E 400Ly BY= FRED W, PORTER, RCE 33448 EXP DATE o REVISIONS APPROVED BY. ik FRED W. PORTER, R, .E. NO. 33448 DATE F-2�f-(�®_6 I DAf El PA09L9.A, .C.E. N0.67008 DATE ... ............365 ....................... .... 360 ...355 - - - - - _ _. - - _ - _ - _ _ - FINISHED GRADE PROFILE v �DESICN FLOW -ME PROFlLE - _ - _ _ .- _ _. _ - . _ _ _ - _ 350:.......:...:...:...:...:...:...:...:...:...:...:...:...:.. , `...:...:...:...:...:...:... (PTE - SLOPE) ....:. 350 EIDE-m OF PAD ELEVATION) 161+00 162+00 163+00 164+00 165+00 166+00 167+00 168+00 169+00 170+00 171+00 172+00 173+00 BLOCK WALL PROFILE (SOUTH SIDE) r,7 6/08/2015 v 7 a E OF 9 SHEETS NO S: 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. = THIS SHEET R/W = RIGHT OF WAY AP = ANGLE POINT TOP = TOP OF FOOTING BC = BEGIN CURVE CTR = CENTER CL = CENTERLINE TOW = TOP OF WALL CONI = CONCRETE RETG = RETAINING CONST = CONSTRUCTION MAX = MAXIMUM EC = END CURVE MIN = MINIMUM FTG = FOOTING CLR - CLEAR GB = GRADE BREAK W_ = WALL STATION LS = LANDSCAPE HDPE = HIGH DENSITY POLYEHTYLENE FG = FINISHED GRADE N a FRED W. PORTER DATE RCE 33448 JIM M. SCHROETER DATE RCE 46185 77 { / WN'DERMERE� ( �. souTri) r 78T7718 _ _ _ _ _ _ _ r m m + r m 17 I F fY N PJ N FUTURE PARK SITE (BY SEPARATE PLANS) PROPOSED MEDIAN " --------------------H-- } �'I�- -nE INTO E xl I T S nr r 7: BLOCK Z ^' coos \ �� WDLL PFR TRACT 7288-1 2,03.BB'i c �z sem, ca zoB °J . MI7 TGE k I I a 15 sl- \ 3:6 14 N � TRACT 7288 O + r m 17 I F fY N PJ N FUTURE PARK SITE (BY SEPARATE PLANS) PROPOSED MEDIAN " --------------------H-- r I PHASE 5 E` NS Im CURVE TABL£ CURVE - _RADIUS 1 LENGTH , DELTA I TANGENT C7 945.00' �_t45.0i�08'47732 1 72.65 C2 � 945.00' t37.75' I 08'21'07" 68.ODr _ WINDERMERE STREET SEE SHEET 1 111 1 1 I L 1 /�1y L J I� l ---- � 85 --�� } __J ) {�VfiNDE 58 r SNIT R6 ,(SOUTLQ CER '�—INTO EXISTING WA WALL PER TRACT 7288-126IT-1 \ / �� � � L 6 i2i Ii 1 � I _ sj�-� 1 I I 1 1 I 3 CAMPUS SHEET 8&110 �� HORIZONTAL: 1"=50' VERTICAL: 1"-5' } �'I�- -nE INTO E xl I T S nr r 7: BLOCK Z ^' coos \ �� WDLL PFR TRACT 7288-1 2,03.BB'i c �z sem, ca zoB °J . MI7 TGE �Of I W O SURFACE -1-0 FG BIZ PIN a 15 sl- \ 3:6 14 3 f FUTURE TRACT 7288 W (BY SEPARATE PLANS) tf) r I PHASE 5 E` NS Im CURVE TABL£ CURVE - _RADIUS 1 LENGTH , DELTA I TANGENT C7 945.00' �_t45.0i�08'47732 1 72.65 C2 � 945.00' t37.75' I 08'21'07" 68.ODr _ WINDERMERE STREET SEE SHEET 1 111 1 1 I L 1 /�1y L J I� l ---- � 85 --�� } __J ) {�VfiNDE 58 r SNIT R6 ,(SOUTLQ CER '�—INTO EXISTING WA WALL PER TRACT 7288-126IT-1 \ / �� � � L 6 i2i Ii 1 � I _ sj�-� 1 I I 1 1 I 3 CAMPUS SHEET 8&110 �� HORIZONTAL: 1"=50' VERTICAL: 1"-5' FINISHED GRADE PROFILE -aa 357 : - DAYLIGHT INTO EXISTING (LOT'SIDE-TOE' OF SLOPE) - . . . GRACE Z I MAX (PAD 'ELEVATION) __--_m .__. 352 ...:.. :...: ..:......:...:...:...........:.......:... 75+00 76+00 77+00 78+00 . } �'I�- -nE INTO E xl I T S nr r 7: BLOCK Z ^' coos mf 1� �� WDLL PFR TRACT 7288-1 Z a ca zoB °J . MI7 P �Of I W O SURFACE -1-0 FG BIZ z N a --- A CTR_ _ e 'BNISHED GRADE PRC1 TLE W x FILTER FABRIC--. Q - `�OESIGN FLOWUNE PROFILE tf) d u) Q ui ujl ¢ . PAD E (PAD ELEVATION) Ci 1 7 I 79+00 80+00 Q 84+00 85+00 86+00 EAST BLOCK WALL PROFILE o 0. 4 N a rn. w ro inl 'a ALTERNATE O r - LEGS m o TOTAL} + + + v + + + z ci F + + + +I +� +, +� + IU w 0 HIGH SIDE FG VARIES I- O w� a ® q 3 a j h TE, OMMITNOT�GRAVEL BACKFILL AND FILTER FABRIC CON VERTICAL JOINTS AT 20 FEET FOR LESS THAN 2'-0" OF RETAINING. ON CENTER MAX. WITH 3/8" MAX. GAP. z DEBAR SHALL BE DOWELED AND GREASED W w AT JOINTS. � LLL. 8'-'0" OR 8'-6" WALL 2 END -SECTION N.T.S. DATE 6/08/2015 PA JOB No. 13-2750H SHEET OF 9 SHEETS 367 ........................,.......,...,...........,.... ., W { 36 �.: TOW=36 ."7' 'I I TO W=362'.67... 362: : : :: : .: .: TOW=36217:. .. ...:TOW=362.77.:...: TOW=, 2.?�7 -- .. - .362 .. .. . FINISHED GRADE PROFILE -aa 357 : - DAYLIGHT INTO EXISTING (LOT'SIDE-TOE' OF SLOPE) - . . . GRACE Z I MAX (PAD 'ELEVATION) __--_m .__. 352 ...:.. :...: ..:......:...:...:...........:.......:... 75+00 76+00 77+00 78+00 . .f. -nE INTO E xl I T S nr r 7: BLOCK RESIDENTIAL } /''Fl0NI$HED GRAQE , ROFAL I � I �� WDLL PFR TRACT 7288-1 LOT SIDE . om FlNISHED GRADE PROFILE _ (6TREET SIDE) 1 (LOT SIDE -TOE OF SLOPE) f (PAD ELEVAIICN . °J . . 357 0 �Of I W O SURFACE -1-0 FG I z N __- --- A CTR_ _ e 'BNISHED GRADE PRC1 TLE + x FILTER FABRIC--. Q - `�OESIGN FLOWUNE PROFILE jLG7 01" OF $OP) -' --o r. E . 352 . 1 CUBIC FT OF '- . PAD E (PAD ELEVATION) Ci 1 7 I 79+00 80+00 81+00 82+00 83+00 84+00 85+00 86+00 EAST BLOCK WALL PROFILE o PL 2 BRICK STREET SIDE RESIDENTIAL RESIDENTIAL } LOT SIDE ZCIA�o LOT SIDE #4 0 24"O.C. #4 © 24" O.C. 't o 0 �Of I W O SURFACE -1-0 FG I z N O n O #4 CONT. TYP. m o �I L, CTR_ _ M + x FILTER FABRIC--. Q - #4 CONT. TYP. o � g 1 CUBIC FT OF '- (a Ci 1 7 I p Q O: O U<o m Z N D: O Q W :%= Q - <n `? z o 0. ----#4 CONT. @ 30" O.C. Z Ir0(n , W W W ALTERNATE O TYP. - LEGS o o TOTAL} N Lij _,.--#4 CONT. 0 30" O,C. f„ *FG FILLET Z = SLiGrH i UtNU _ a WATERPROOF— #4 ® 32" O.C. `°w0SURFACE TO FG CTR. x N <� FILTER FABRIC- OMIT HEAD - p:" Y w 1 CUBIC FT OF—_ JOINTS @ FG v GRAVEL PER T *FG tr o m FOOT OF WALL .� I - - ALTERNATE #4 CONT. TYP.— LEGS o (3 TOTAL) 3" CLR. TYP. -g' � n: --} HIGH SIDE FG VARIES ----2'-6" NOTE: NOTE: OMIT GRAVEL BACKFILL AND FILTER FABRIC CONSTRUCT VERTICAL JOINTS AT 20 FEET FOR LESS THAN 2'-G" OF RETAINING. ON CENTER MAX. WITH 3/8" MAX. GAP. REBAR SHALL BE DOWELED AND GREASED AT JOINTS. 8'--0" OR 8'-6" WALL KW MID-SECTION N. 1.S. PL 2" BRICK STREET SIDE RESIDENTIAL SLIGHT BEND } LOT SIDE ZCIA�o WATERPROOF-- #4 0 24"O.C. #4 © 24" O.C. 't o 0 �Of I W O SURFACE -1-0 FG z N O n CTR. #4 CONT. TYP. m o �I L, CTR_ a ... M + x FILTER FABRIC--. Q - o�o o � g 1 CUBIC FT OF '- (a Ci 1 7 I N D: O Q W *FG o 0. ----#4 CONT. @ 30" O.C. MORTAR FILLET Z r SLIGHT BEND } Q ZCIA�o WATERPROOF-- 00 #4 © 24" O.C. 't o �Of I W O SURFACE -1-0 FG z N O n cv ®� �+✓ CTR_ a ... M + x FILTER FABRIC--. Q - OMIT HEAD 0 g 1 CUBIC FT OF '- (a JOINTS 0 FG GRAVEL PER O.� Q W *FG `" p m 0. T,' .FOOT OF WALL-ii Z Ir0(n , W W W ALTERNATE #4 CONT. TYP. - LEGS o (3 TOTAL} N Lij t e M C 3" CLR.--- LL TYP. - z IU w 0 HIGH SIDE FG VARIES I- O w� a ® q 3 a j h TE, OMMITNOT�GRAVEL BACKFILL AND FILTER FABRIC CON VERTICAL JOINTS AT 20 FEET FOR LESS THAN 2'-0" OF RETAINING. ON CENTER MAX. WITH 3/8" MAX. GAP. z DEBAR SHALL BE DOWELED AND GREASED W w AT JOINTS. � LLL. 8'-'0" OR 8'-6" WALL 2 END -SECTION N.T.S. U w wn LLy}� O �"aAw wz ¢a�p �cG�y�o on�c�F aao�LL�o w v y U W W Vj �w ow��°mow � zwY5�z NYS 5W QWP 3N ��Q¢W ¢ww4y o�Q�W`yyTia F � 6 r UV fl Q ZCIA�o 00 w� t±I Z O n 00 ®� �+✓ Lo C`'3 Q ; 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. N CURVERADIUS s = 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 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 Z FUTURE PARK SITE (BY SEPARATE PLANS) PROPOSED MEDIAN v --- 54931'25"W _$2 -- --87---------------------- - �� h .._ �__._-✓///////// \ 203.99 �F�, q s �J4�11 ary FUTURE TRACT 7288 a� (BY SEPARATE PLANS) o°0a nnw nom'' .n o3a ,n l -i t- o�nJ J d 0 J +�� +��+moo +�c>+�� �§�m �3w m3lw ��mrn3a � w3�,��� m¢mw jNSE 5) B 28 029 2) 6 Z 6 105.03' CURVE TABLE CURVERADIUS s LENGTH DELTA TANGENT C1 �. h ..- 145.01' 08'47'32° 72.65' C2 `\ 137.75' 0821'07' 69.00' w O 77+14IND .78 to ro (� O in (7 ( (SOUTH)ERE 8+77.18 W W W W W G ------- Z Z Q Kj s B F FUTURE PARK SITE (BY SEPARATE PLANS) PROPOSED MEDIAN v --- 54931'25"W _$2 -- --87---------------------- - �� h .._ �__._-✓///////// \ 203.99 �F�, q s �J4�11 ary FUTURE TRACT 7288 a� (BY SEPARATE PLANS) o°0a nnw nom'' .n o3a ,n l -i t- o�nJ J d 0 J +�� +��+moo +�c>+�� �§�m �3w m3lw ��mrn3a � w3�,��� m¢mw jNSE 5) B 28 029 2) 6 Z 6 105.03' CURVE TABLE CURVERADIUS s LENGTH DELTA TANGENT C1 �. h ..- 145.01' 08'47'32° 72.65' C2 _945.00' 945.00' 137.75' 0821'07' 69.00' WINDERMERE STREET SEE SHEET )�I iIi i I I I —__J �— 4 -- _ _ j e2 _ 132.3± L.F. HORIZONTAL: I"=50' VERTICAL: 1"=5' \ YfINUtKMtttt ` (SOUTH) l J -1U I I I f —I- E I II CAMPUS PARK DRIVE SEE SHEET 8&10 O g ., • s s ..� s s _- .� �. s �. h ..- Ga h N S g u w N O .. • O w O t, cC to ro (� O in (7 W W W W W W G J Z Z Q Kj s B F t0 I� uj 4 N V (V a a u) 0j �j Q 06 O O 4 V) of VJ to N (✓7 N U7 \ �(] h V W O� N •h <o N I� a0 + W m V O + F V N N M M �+ m W G O N N M 367 ....................................... ........ ............... .. ................................................ .......................... ...................... ......... 362 . . TO TOW= 1. o . OIn o O I _K' " ' : FINISHEDGRAOE PROFILE FINISHED GRADE PROFILE - -GRADE .(TCA OF BERM) FINISHED GRADE PROFILE' . - - - - ._ 1 FINLSHED GRADE PROFILE. (STREET SIDE) 357. _ _ 7.7 _ _ - _. . -. - - (TDP O BERM). r - 0 -356. 6 FINISHED GRADE PROFILE TOF=356.80 - {STREET 510€) FINISHED GRADE PROFILE FINISHED GRADE PROFILE' (LOT SIDE -TOE OF SLOPE }-� -3 . =.3 ' . (LOT SIDE -TOP OF SLOPE) _ '(STREET SIDE (PAD ELEVATION) l _________________________ _ _-_ _______-___-__ . TO F 3855654 TOF 56 30 TOF 56 30 TDF_ 3S5 80 . - - - - - T`F- 54.90 -. - - - - - - - - _ _ - -. - - - - - Y FINISHED GRADE PROAd TpF - - T'- - TOF 353.90 �FIWSHED GRADE PROFILE `DESIGN FLOWLINE PROFILE 352:...: of=353 40 I (LOT SIDE -TOB TI SLOPE) . (LOT SIDE-TOEOF SLOPE) - - - - (PAD'ECEVATION) - 75+00 76+00 77+00 78+00 (PAD nEVATIDN) 79+00 80+00 81+00 82+00 83+00 84+00 85+00 86+00 EAST BLOCK WALL PROFILE oopo K N 2 W qWq = wio Q W�j a oo�a 0 y 6 U oaz f'wpz uzo� w � b _ Z M I— w m M Q > U V U)X o e6 ` < W z N 06 W r W W m M N ED LL O 1 ��G�NEtR W � M 3 H SHEET 0 a i 0 a n v O 0 / Q u� l5 4 AWSIONS APPROVED BY: s B F FRED W. PORTER, R.C.E. NO. 33448 DATE a O - N 4 V) of O O W K DATE . . N0.67008 DEL A D4LlA, RC E P N SHEET 0 a i 0 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 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 CURVE TABLE CURVE RADIUS LENGTH DELTATANGENT C1 530.00 4.00 00'25'57 2.00' C2 530.00' 15.33' 01'39'27' 7.67' C3 25.00' 18.69' 1955'19 4.39' C4 92.00'72.77 w 45'19'14" _38.41' QAl z� J Lu FUTURE TRACT 7248 v 'tel ZIP �� I (BY SEPARATE PLANS) 'Z7 v r/ J /� -- - —_ �—�i� 1/1 WOODLAWN _WAY "- - - - _-- --- -- --- - --/ _ —_.(FUTUR_E STRE_ET� soo57a1'w m _ — — — — — — — m —e `%� ` — --- PROFILE A"-- —� 500'5741"W 310.85 J (F 04 Z 47 Q vi I ----'I corn rc ¢ ---- v �7• w 4 nJ m Jam+ �+ / /Of o w Q- P d cs p w�2°q'ao i Q' 4 Of S00'57'41"W PROFE x52.78' IL"D" PG&E SUB -STATION (NOT A PART)HORIZONTAL: 1"=50' 6—�J VERTICAL: 1"=5' B fB rr rr PHASE rA 8 2 2 2 4±±LF 30 2 6 w 2 Q) 30±L.F. 42� 5± L.F. 63.21 L.F. 30±LF LF. 346.8± L.F. 30tLF. 30tLF. 50tLF.301 _ _tl.F. J N �l rc 3z a a arc C3 367...... 3 ........ 3 w .. �. 367 362:. -T -,361.60 _ ...: ..:...:...:. . :.... 62 .1. : . .TOW 361.76. 3 TOW -3 7 TOW 3 0.26 TOW -360.28 NOTE: GATES SHALL BE _ DESIGNED BY OTHERS i° r : 357 357. rt FINISHED GRADE PROHLE� °° "o o - . Y _-(PAD 51 E)._ - _ FlN191fD GRADE PROFILE 1" FINISHED GRADE PROFILE - STREET SIDE ---_--------------- -. TDF -354.70 - _.. _ W-��.-we�Y���s-�.__._.($UM _.__ - -3 76 TOF-354.26 P SDE TOF=353.60 OF. 353.26 T - - TOF 53 - 352.. :.. PROFILE "C" I TOF=353 z6 PRORLE "A' I PROFILE "B" . 352 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 367—.- .......................... 362 :...:...:... . 357 :...:...:. .:. . 352:.. ... 10+00 11+00 e2 2 � BLOCK WALL PROFILE 8 ...367 ..:...:...:...:362 .............:...:... ...:...:...:357 ........ ...:352 12+00 13+00 14+00 15+00 16+00 17+00 18+00 BLOCK WALL PROFILE SUMP SIDE j ( LOT SIDE L1j PG&ERSIDE FINISHED GRADE OR EXISTING GROUND A TYPICAL SECTION ry NOT TO SCALE � WOODLAWN WAY STREET SECTION ry _ NOT TO SCALE w�LL 7q'nwN ulaW� M �r0?I=zdi � M u� az�Z6wzQ O> �t1 affigs`SE� LUZ o,� 4Giio <z —3:� $ 0 M B qa 000w�yPYi3 v ozC<Cf'5 a-v"Mqm- 'L5o$000 C/) C.7 LL 9o3aiz aia W z Eq a 8ww�azdm LL z rn M WLLJ o (o r -z nh¢�¢Uy�yy�ol mu172�rtC1 Zw0� 2n�(ZJ�QZ��Ww REVISIONS APPROVED BY: / FRED W. PORTER, R.G.E. NG. 33448 . DATE ....,... ,6 ,-ADILLA, G.E. No. 67008 DATE RECORD DRAWING NA5FS 2, 3 i 4 owil?' BY, FRED W. PORTER, RCS 33448 EXP DATE w Lu � Lu w x 0 a Bm GSW w 0 L. a o a C) Z y [L �U Q < pyo \ 00 Q W 0 02E D �U) "a a 0 z o� og_ �a w IDATE 6/08/2015 09 n OF 9 SHEETS �{ l I00 NOTES: ALL STATIONS AND OFFSETS ARE TO BACK OF WALL O(LOT SIDE ALONG LANDSCAPE EASEMENT UNLESS T.OHERWISE 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. f" -1 EXISTING BLOCK WALL PER SHEET 6 I I II I I I I I I I I I I I I r- Z L_ - CZ J r- = THIS SHEET AP = ANGLE POINT BC =BEGIN CURVE CL = CENTERLINE CONT = CONCRETE CONST = CONSTRUCTION EC = END CURVE FTG = FOOTING GB = GRADE BREAK LS = LANDSCAPE FG FINISHED GRADE R/W = RIGHT OF WAY TOE = TOP OF FOOTING CTR = CENTER TOW = TOP OF WALL RETG = RETAINING MAX MAXIMUM MIN = MINIMUM CLR = CLEAR WL = WALL STATION HDPE = HIGH DENSITY POLYEHTYLENE _EXISTING TRELLIS I I I x'= MATCH FINISHED GRADE ALONG EXISTING DG MULTI -USE TRAIL I LANDSCAPE WALL TABLE FOR WEST SIDE OF WINDERMERE STREET POINT STATION OFFSET DESCRIPTION TOW AHEAD TOW BACK TOF AHEAD TOE BACK FG FRONT FG BACK L 104+05.92 59-50' LT BGN WALL 354.36 -- 353.36 -- 354.0 354.0 M 104+07.92 60.76' LT PCC WALL 355.36 354.36 353.36 353.36 xx 354.5 N 104+11.78 63.32' LT PT ON WALL 355.86 355.36 353.36 353.36 x. 354.8 0 104+14.93 64.96' LT PT ON WALL 356.36 395.86 353.36 353.36 xx 355.2 P 104+19.10 66.60' LT PT ON WALL 356.86 356.36 353.86 353.36 += 356.0 Q 104+25.00 68.03' LT PT ON WALL. 356.86 356.85 353.86 353.86 xx 358.3 R 104+31.08 68.50' LT EC WALL 356.86 356.86 353.66 353,86 354.19 356.6 S 104+50.00 66.50' LT PT ON WALL 356.86 356.86 353.86 353.86 sx 356.6 T 104+75.00 68.50' LT PT ON WALL 356.86 356.86 353.86 353.86 •= 356.6 U 104+88.70 68.50' LT 8C WALL 356.86 356.86 353.86 353.86 xx 356.6 V 104+91.59 69.08' LT PT ON WALL 355.86 356,86 353.86 353.86 35'.41 355.8 W 104+94.04 70.74' LT EC WALL 355.36 355.86 353.86 353.86 354.53 355.0 X 104+95.44 72.16' LT PT ON WALL 355.36 355.36 353.86 353.86 354.55 354.9 Y 104+98.25 75.00' LT END WALL -- 355.36 353.86 353.86 354.59 354.8 x'= MATCH FINISHED GRADE ALONG EXISTING DG MULTI -USE TRAIL I EXISTING TREWS I I 1 I I i I I I I I I I I I EXISTING BLOCK WALL PER SHEET 6� -1 I I { I I I I I I { I I I I I I I I I I I 1 - wWUO WO Z o NOLZIw-w4Fp r a��ow •^- M rn to pwiwwi§ 7-N > M zza �zo�w 0 .6 d 9( ��mw �/� ylf `U_ z TRT 20W vJ LL CI TV ON - y N Z W W pW W if) �Qyy'� Lu m W p] N 3`�i3¢3Wa'Si W g db �aW. 1"ia�+LL man LULU 6��Wa ic"Liuo�c4a¢m �wz wr wp arnp N c0 IY S _a3i-z�n �nw CL mw�Ir QUzp.n tQ��ffi,Tug�6 �W �w� U. �K�6 U> •04o0 L°d oo[i[33y�m�� m m O U 2 0 Q m a>r €roar=-Lio¢aa :TAIL TaA STRUCTION PER T AND REVISION THIS SHEET AND REVISION A NOT TO SCALE EXISTING FACE OF WALL (PER SHEET 6 OF THESE PLANS) PT W i `bi P7 �,--L'T R "'� �P 9 SACK OF LANDSCAPE WALL P T, r PT U P V ELF .� PF PT N PATH a' woE o ACE OF LANDSCAPE WALL / PT M PT b - 0 g MULTI -USE TRAIL RECORC�R.. AWING -- - ---------------- --- EXISTING R GHT or-wAY -I --- -- - - - _ - - . ----- - _--- --I- ` - - - - LANDSCAPE AREA - - - - - - - - - - - - j i -- _ 5' MDE l- CONCRETE SIDEWALK EDGE OF OVERHfAD n2ELUS -EXISTING PILASTER (TYP) �-------- --- -. ---,'- ----- I 8Yr D W. PORTER, RCS 3344$ EXP, DATE ---- ---------- ---- ------- 0 - --� r 9' WIDE I-- LANDSCAPE AREA -- -- --- -� -------- -- ------ -- - - -- - - - --- -- -------------- ------------------------ EXISTING FLOWUNE - BENCH BRICK Cqmi� #4 CONT (TOP At BOTTOM) � o 4m 0 - CTR. w #4 ® 48"O.C.off" r ---WATERPROOF z.� z SURFACE TO FG OMIT HEAD io y JOINTS ® FG FILTER CFABRIC % m x -fir DG PATIeO FT OF ._.--------------- ------ I';" `�.. _® OC\^A - _ GRAVEL PER FOOT OF WALL WINDERMERE STREET , J #4 CONT. TYP. / 708+33.41 2 TOTAL) 3^ CLR. 104+00 704+25 104+50 704+75 105+00 105+25 iflSR}S�0 705+75 tO6+00 706+25 g•• Ty. ' a TERPfdOOFING SPECIFICAMONS I I 1. WATERPROOF SURFACE WITH 1/4" -THICK ASPHALTIC WATERPROOF' COATING: OR APPROVED EQUAL AS PER CITY STANDARD L-8. 3r-0" MAX RETAINING WALL ry NOT TO SCALE I I a REVISIONS APPROVED BY EXISTING FLOWLWE _ - - - - - - _ \ I �� ? x e33 DATE W .._ _. RED W R.C.E.CEN® 448 r ------- ---- ----- - --- _.. ._ .. -- --- --- --- ---- --- --- ----------------------- - - - - F PORTER R $ _ LANDSCAPE TIRE' I -E) DAL PADILLA, R.C.ENO.67008 DA',--- - -- ---------------TER (TYP) CONCRETE SIDEWALK EDGE OF OVERHEAD TRELLISISTING PILASTER - I --` - - -- - - - - _ --- -- _J --------------------- I ------ PA - LANDSCAPE AREA I �rl i EXISTING RIGHT -OF -WAV \ / 6V WIDE -------------- -_I__� �- - --- _ -----Z- --------------- ACE OF LANDSCAPE WALL \ \ PT PTE 8 T ACK OF LANDSCAPE WALL T G PTH PT \ \ 1\ \,I , -_-Z_ J I �, -�, R,. „•-«.� ,m. �,e __ ..-.�-. - .. - ,_ EXISTING FACE OF WALL (PER SHEET 6 OF THESE PLANS) PT KA \ ,I u r 5ti -tI SCALE: 1"=10' w r a Ed a � DATE 6/0812 0 7 5 � nn oro er_ ner 1 OA I 9 SHEETS 7q_ r ')-j o 0 LANDSCAPE WALL TABLE FOR EAST SIDE OF WINDERMERE STREET POINT STATION OFFSET DESCRIPTION TOW AHEAD TOW BACK TOF AHEAD TOE BACK FG FRONT FG BACK A 104+21.10 56.33' RT BGN WALL 354.10 -- 353.60 -- 353.85 353.9 B 104+22.75 57.88' RT W STEP ALL 5.t 35 0 354.10 353.60 -- 353.93 354.3 C 104+24.69 59.04' RT STEP WALL & FTG 356.10 355.10 354.10 353.60 354.43 354.8 D 104+26.84 59.76' RT STEP WALL 356.60 35630 354.10 -- 354.43 355.8 E 104+29.08 60.00' RTI WALL 356.60 356.60 354.10_ -- 354.43 356.2 F 104+50.00 60.00' RT _EC PT ON WALL _ 356.60 _ 356,60 354.10 -- 354.43 356.2 G 104+75.00 60.00' RT PT ON WALL 356.60 356.60 354.10 -- 354.43 356.2 H 105+00.00 60.00' RT PT ON WALL 1 356.60 356.60 354.10 -- 354.43 356.2 I 105+15.93 60.00' RT BC WALL 1 356.60 356.60 354.10 354.10 354.43 356.2 J 105+19.11 61.31' RT EC WALL 1 355.60 356.60 354.60 1 354.1:1 1 355.0 1 355.85 K 105+22.56 64.75 RT . ENO WALL355.60 355.60 354.60 354.61_ 1 355.4 1 355.85 EXISTING TREWS I I 1 I I i I I I I I I I I I EXISTING BLOCK WALL PER SHEET 6� -1 I I { I I I I I I { I I I I I I I I I I I 1 - wWUO WO Z o NOLZIw-w4Fp r a��ow •^- M rn to pwiwwi§ 7-N > M zza �zo�w 0 .6 d 9( ��mw �/� ylf `U_ z TRT 20W vJ LL CI TV ON - y N Z W W pW W if) �Qyy'� Lu m W p] N 3`�i3¢3Wa'Si W g db �aW. 1"ia�+LL man LULU 6��Wa ic"Liuo�c4a¢m �wz wr wp arnp N c0 IY S _a3i-z�n �nw CL mw�Ir QUzp.n tQ��ffi,Tug�6 �W �w� U. �K�6 U> •04o0 L°d oo[i[33y�m�� m m O U 2 0 Q m a>r €roar=-Lio¢aa :TAIL TaA STRUCTION PER T AND REVISION THIS SHEET AND REVISION A NOT TO SCALE EXISTING FACE OF WALL (PER SHEET 6 OF THESE PLANS) PT W i `bi P7 �,--L'T R "'� �P 9 SACK OF LANDSCAPE WALL P T, r PT U P V ELF .� PF PT N PATH a' woE o ACE OF LANDSCAPE WALL / PT M PT b - 0 g MULTI -USE TRAIL RECORC�R.. AWING -- - ---------------- --- EXISTING R GHT or-wAY -I --- -- - - - _ - - . ----- - _--- --I- ` - - - - LANDSCAPE AREA - - - - - - - - - - - - j i -- _ 5' MDE l- CONCRETE SIDEWALK EDGE OF OVERHfAD n2ELUS -EXISTING PILASTER (TYP) �-------- --- -. ---,'- ----- I 8Yr D W. PORTER, RCS 3344$ EXP, DATE ---- ---------- ---- ------- 0 - --� r 9' WIDE I-- LANDSCAPE AREA -- -- --- -� -------- -- ------ -- - - -- - - - --- -- -------------- ------------------------ EXISTING FLOWUNE - BENCH BRICK Cqmi� #4 CONT (TOP At BOTTOM) � o 4m 0 - CTR. w #4 ® 48"O.C.off" r ---WATERPROOF z.� z SURFACE TO FG OMIT HEAD io y JOINTS ® FG FILTER CFABRIC % m x -fir DG PATIeO FT OF ._.--------------- ------ I';" `�.. _® OC\^A - _ GRAVEL PER FOOT OF WALL WINDERMERE STREET , J #4 CONT. TYP. / 708+33.41 2 TOTAL) 3^ CLR. 104+00 704+25 104+50 704+75 105+00 105+25 iflSR}S�0 705+75 tO6+00 706+25 g•• Ty. ' a TERPfdOOFING SPECIFICAMONS I I 1. WATERPROOF SURFACE WITH 1/4" -THICK ASPHALTIC WATERPROOF' COATING: OR APPROVED EQUAL AS PER CITY STANDARD L-8. 3r-0" MAX RETAINING WALL ry NOT TO SCALE I I a REVISIONS APPROVED BY EXISTING FLOWLWE _ - - - - - - _ \ I �� ? x e33 DATE W .._ _. RED W R.C.E.CEN® 448 r ------- ---- ----- - --- _.. ._ .. -- --- --- --- ---- --- --- ----------------------- - - - - F PORTER R $ _ LANDSCAPE TIRE' I -E) DAL PADILLA, R.C.ENO.67008 DA',--- - -- ---------------TER (TYP) CONCRETE SIDEWALK EDGE OF OVERHEAD TRELLISISTING PILASTER - I --` - - -- - - - - _ --- -- _J --------------------- I ------ PA - LANDSCAPE AREA I �rl i EXISTING RIGHT -OF -WAV \ / 6V WIDE -------------- -_I__� �- - --- _ -----Z- --------------- ACE OF LANDSCAPE WALL \ \ PT PTE 8 T ACK OF LANDSCAPE WALL T G PTH PT \ \ 1\ \,I , -_-Z_ J I �, -�, R,. „•-«.� ,m. �,e __ ..-.�-. - .. - ,_ EXISTING FACE OF WALL (PER SHEET 6 OF THESE PLANS) PT KA \ ,I u r 5ti -tI SCALE: 1"=10' w r a Ed a � DATE 6/0812 0 7 5 � nn oro er_ ner 1 OA I 9 SHEETS 7q_ r ')-j o 0