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HomeMy WebLinkAbout5.1-12100REVIEWED BY: TRAFFIC ENGINEER, CITY OF BAKERSFIELD REVIEWED BY: 2.1311r DATE Z-- ('r-zc15 ASSISTANT PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD APPROVED BY: PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD NICOLAS G. FIDLER, R.C.E. 61069 DATE PARCEL MAP 12100 IST OF ABBREVIATION CL- CENTERLINE DWY- DRIVEWAY FL- FLOWLINE BCR- BEGIN CURB RETURN ECR- END CURB RETURN PI- POINT OF INTERSECTION EC- END CURVE BC- BEGIN CURVE PIVC- POINT OF INTERSECTION VERTICAL CURVE POVC- POINT ON VERTICAL CURVE BVC- BEGIN VERTICAL CURVE EVC- END VERTICAL CURVE PRC- POINT OF REVERSE CURVATURE PCC- POINT OF COMPOUND CURVATURE POC- POINT ON CURVE GB- GRADE BREAK HP- HIGH POINT r 1 MATERIALS LIST ( is- ESTIMATED QUANTITIES FOR PLAN DATE CHECK AND INSPECTION FEE CALCULATIONS. NOT TO BE USED FOR BIDDING PURPOSES. 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 SECTION 13, TOWNSHIP 30 SOUTH, RANGE 26 EAST MOUNT DIABLO BASE AND MERIDIAN, IN THE CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA. I � � ICD N LLN1I IjL 0) . STOCKDH E 6223 "1 -7J 001 C' � o� : w t R -- SCHOOL I WHITE LANE LOT 1 PM No. zl LLA No. 11861 ai mx 1 12 -0351 .o 0i LOT 1 X11 1� LOT 2 p I LLA No. 12 -0133 m \ , LLA No. 13 -0176 PROJECT o O1 SITE ,3 -01761 TR -4ss, ,zL= MUIRLANDS ------------ LOT 3 LLA No. 13 -0176 w In o1 I I LOT 2 : qy '�,' Y QI TR -6116 I I ° i LLA No. 12 -0133 LOT J REMAINDER OF LLA No. t3. -0179 DRIVE � o o Q PARCEL "A" z z TR -5135 OF P.M.W. 08 -1182 0 M m -g•� VTPM 11838 iiw — I 1w LOT 4 I 1 LLA No. TR -5186 I I Z VTPM 11838 12_0133 �_ I I I I 7 --'' =- WEST MING SPECIFIC PLAN AREA VICINITY MAP NO SCALE WMSP COLLECTOR STREETS 5,155 L.F. 0.30' A. C. /0.40' A. B. 236,995 S.F. WMSP COMMERCIAL STREETS 1,053 L.F. 0.30' A. C. /0.40' A. B. 37,775 S.F. WMSP LOCAL STREETS 3,202 L.F. 0.20' A.C. /0.40' A.B. 81,482 S.F. TEMP. A.C. PAVING 686 S.Y. A.C. DIKE 224 L.F. 6" CURB AND GUTTER 17,737 L.F. 4" THICK SIDEWALK 53,276 S.F. SURVEY MONUMENT ENCASEMENT 36 EA. STREET NAME SIGNS 10 EA. TRAFFIC STREET SIGNS 53 EA. WHEEL CHAIR RAMPS 70 EA. STREET LIGHTS (5800 LUMEN) 50 EA. CROSS GUTTERS (12' WIDE) 6 EA. SAWCUT 248 L.F. 8' WIDE CONCRETE MULTI -USE TRAIL 38,985 S.F. 4' WIDE DECOMPOSED GRANITE PATH 19,268 S.F. 6" MOW CURB 4,817 L.F. TYPE "M" MEDIAN CURB 11,123 L.F. BARRICADES 3 EA. STRIPING 804 L.F. SHEET No. INDEX O TITLE SHEET Q STANDARD NOTES & DETAILS O TYPICAL STREET SECTIONS /DETAILS ® WINDERMERE STREET STATION 95 +00 — 106 +00 50 WINDERMERE STREET STATION 86 +00 — 95 +00 CAMPUS PARK DRIVE STATION 152 +00 — 157 +00 © CAMPUS PARK DRIVE STATION 157 +00 — 171+00 07 WINDERMERE STREET STATION 75 +50 — 85 +50 ® PARK SQUARE DRIVE STATION 5 +55 — 18 +45 09 LODEN DRIVE STATION 46 +50 — 60 +63 10 MUIRLANDS PARKWAY MAGENTA DRIVE TEMPORARY TURNAROUND 11 LIVERPOOL WAY ALLSTON WAY 12 CELESTIAL COURT 17 13 WINDERMERE STREET CAMPUS PARK DRIVE SIGNING AND STRIPING �V 14 CAMPUS PARK DRIVE MUIRLANDS PARKWAY SIGNING AND STRIPING PLAN 15 WINDERMERE STREET LANDSCAPE MEDIAN PLAN 16 WINDERMERE STREET CAMPUS PARK DRIVE LANDSCAPE MEDIAN PLAN 17 MUIRLANDS PARKWAY LODEN DRIVE CAMPUS PARK DRIVE LANDSCAPE MEDIAN PLAN 18 ROUNDABOUT "A" DETAILS AND DIMENSIONS 19 ROUNDABOUT "B" DETAILS AND DIMENSIONS 2Mo ROUNDABOUT "C" DETAILS AND DIMENSIONS 21 ROUNDABOUT "D" DETAILS AND DIMENSIONS CB# It WHITE LANE I I I I I I I � , i -°--- =I -- — -- ---- _J =$__LID_J- a' r1r sa______ -- __________a___ =a__ 1 I I air - - - - -- J B #21 ---- -� - - -L - - - -I i - - - -J �_ - - - -- i e l I �_ TENTATIVE Ir -- - ' TRACT 7246 L - -- - I - - - - -- -=_s______=a___________= a \ CB #2 -- t TENTATIVE TRACT 7254 A „ cl- \ '/ X P r i' /® �� /' \\ ' / \ ♦ate / \`♦ a♦ '/ �\ \ -y- 15 \ FUTURE 13#17 \ COMMUNITY �'' ,��`< c6 #6 \ \♦ ;�, /' �; / `” \ CENTER C `C\ /,' / ♦ ®♦ ♦`` B 18 c ®@ I I ISUMPI j / FUTURE 8 ',/ w. \ �♦ ' '' `ij� / /�. ♦�® B #16 / PARK SITE • \, T /L ♦♦ 1 \ /' , ♦ \mot \ // �>\� / � / i� / � 1 j � I Jrl � , < // /��\\ /, ♦� ♦ ♦♦ ;\ `// /�\`�f � r � � \�i �/ j /! 1 � - -i - -1 -- / \ / / / ♦ I /\ u j,Q c�ti� \�/ / ® CB #15 °X � = aasas �o C8#12 � � %, >\ G „ - - -- ♦�i- \�® , ' �` /, / , \ %/ \ ��CT T / TA N TATl E � � , // ♦.<\\ � ° ��$ /1 /! 248 I r--Lr -- R GCB #14 -\ /' ®` ♦\ / / ` / / p i / / `i ae I�1 I / �. /' /' @ ♦\�a ,' ,) \\ \// /' \%� \• \ / CB #9, • i / \ate \ �ffiaa J I C6#2 0 21 oe • ®�; ,• �\ T,� �,j +® ®,' „� 20 c rf?4 q n X, C13#10 If If ®� -- If � II / ' /` ♦ , , >. / / d�� � \ ` I � $ate J 1 / I II /' if w o �' , , �_ X04 i %A '; UJ ' gCTq� i ®/ Of x KEY MAP LEGEND W W / / / t \ / 28 / -7 r / w �X SHEET INDEX NUMBER Z a DIRECTION OF DRAINAGE ``� ® ♦�.� ' ;x� % % ° \\ •O CONCRETE MONUMENT ♦® ®� ' ° -(S- 9500 LUMEN STREET LIGHT � 5800 LUMEN STREET LIGHT ♦ ® °� �' /' /�� SUMP ♦♦ / ,EL, CB #12 CATCH BASIN w /NUMBER ,^ ® ` ♦� ,' ,' , ^\ PROPOSED STREET NAME SIGN ' �! ° ♦ +♦ 0 \' ,' i FUTURE COMMERCIAL ,� II FULLER APARTMENTS PG &E SUB - STATION BAKERSFIELD MEMORY CARE / KEY MAP -N '' �a =- HOFFMANN SCALE: 1' =200' ' HOSPICE I � I I I I I I I I I V) r a Z w m c U W W u- LL Z EL °acJO wOcn wmxzjx¢�° lY J F- O F H w Z a Z aazv, z -14, ZO mcF- 2 z w O Dorf W 2 0= ZF-U � W 2OILL��h ZZ(~)O�� �a00�wa��n0 ° <0-m-, x= W o z ¢ O l O z m w nwY°wUViUaZU C7�pOcaOO - o pd cr ww�" >ovzxcnw °wQwcn� W �cn0 C6 a� = °_zWOOOm W O¢ a w Z°¢ z�oW °w¢�oo p W 2 Z wt �0 of g p z U Q a w O a Z a'm w> 00 U<) 0. U H Z w h Q ¢ p O �l- -zcncnv z w w p w canwIahU,ZOp Sza cn a� E -> 8 t x�- ,= _ ° 0 w W= D z< 0 Q Z¢ ~0 = > ° J O > a W z ° Q OF O W w cc) J w ° W Z >_u)macn o} a)� c�=pZXw m w o W z J? zp ¢ m Lu rx Of Qw a�000 of } < V) w w Z o° ct mzz �wZCn QJOU wQ�0ZQQI? OwCnwQ1=1- mogW0Cn OI-- 0 Q� w Z J U .. �QZ��woww (-- CJ U = mw��ZZz00: F- z_I- 0 oo�� Z�mI,__ of LJJ i LL.J Q - jcnZ 0 D_ZZLLJ O °O2� w 0�W~ OU) lum U) O _j _j 0 LLJ V J 00 LLJZ�c0 I- -MV)01=O ° Q OF=zU(n Z3 I- Q U U U O U J U m Z U ::) LLI O W Q U O Q 0 Z W Q LiJ J- z ccQm LL 0 1- LLI _z ZO= w O f fr Q t-- o O W v dw o0(nU0 o�i )_ w =D-Ow W f-- >_ UI)F -00ux U _ Z o M �//�� 10 v! O W z E� I}LI O co Q > v U �(0 0 06 :n N x �- ) 0 LL U) r/1 Z X v< N LILI W N cy) 06 Z o ry 0 L1J w N M F— N 10. 0 Cfl O 0 `V L \NEER * b/ V)) a° Q LLJ M ] U � W U O CD Z c) C) � r �- N Z r- I­ w w :2 W Lu > a C/) 0 � W aJ J SW� N a CN Cv ',t W 3 W < LLJ w u.i O UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA o w a w 0 U) 0 w LL IL O w w = U' z cn Z w � g w � x o ¢ LL a o a \NEER * b/ V)) a° Q LLJ M ] U � W U O CD Z c) C) � r �- N Z r- I­ w w :2 W Lu > a C/) 0 � W aJ J SW� N a CN Cv ',t W 3 W < LLJ w z o _ I O UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA o w DIAL TOLL FREE 1 -800- 227 -2600 z AT LEAST TWO DAYS BEFORE YOU DIG o > N DATE 12/30/2014 PA JOB No. 13 -2750H co SHEET 0 a C l_ J CITY RECORDS NO. of 21 SHEETS w w U) 0 0 IL U' z cn DIAL TOLL FREE 1 -800- 227 -2600 z AT LEAST TWO DAYS BEFORE YOU DIG o > N DATE 12/30/2014 PA JOB No. 13 -2750H co SHEET 0 a C l_ J CITY RECORDS NO. of 21 SHEETS GENERAL NOTES 1. ALL CONSTRUCTION SHALL CONFORM TO THIS PLAN, THE CALIFORNIA BUILDING CODE, CITY OF BAKERSFIELD ORDINANCE, LATEST EDITION AND STANDARDS PERTAINING THERETO. THESE DOCUMENTS SHALL BE MADE A PART HEREOF. 2. ALL CONSTRUCTION WITHIN THE CITY RIGHT -OF -WAY OR CITY EASEMENTS SHALL BE IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARDS AND STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS DATED 2010. THESE STANDARDS, DRAWINGS AND DETAILS SHALL BE CONSIDERED A PART OF THESE PLANS AND THE CONTRACTOR SHALL OBTAIN A COPY FOR HIS USE. 3. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL NECESSARY PERMITS BEFORE START OF CONSTRUCTION. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK TO BE PERFORMED IN THE EXISTING, ACCEPTED STREET RIGHT -OF -WAY. UNLESS SECURED BY AN IMPROVEMENT AGREEMENT, APPROVED INSURANCE AND SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE STREET RIGHT -OF -WAY SHALL BE POSTED PRIOR TO ISSUANCE OF A PERMIT. 4. 24 HOUR NOTICE: PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION SECTION SHALL BE GIVEN AT LEAST 24 HOURS NOTICE. THE SECTION MAY BE NOTIFIED AT (661) 326 -3049. 5. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING DIMENSIONS, DATA AND MEASUREMENTS AT THE BUILDING SITE PRIOR TO CONSTRUCTION. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. PORTER & ASSOCIATES, INC. MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. 6. EXISTING UTILITY AND UNDERGROUND LINES HAVE BEEN SHOWN ON THIS PLAN ACCORDING TO AVAILABLE RECORDS. THE ENGINEER IS NOT RESPONSIBLE FOR POSSIBLE ERRORS OR OMISSIONS. THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO BEGINNING OF ANY WORK. UNDERGROUND SERVICE ALERT (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 DRAWINGS AND SPECIFICATIONS SHALL BE REMEDIED, OR REMOVED AND REPLACED BY THE CONTRACTOR IN AN ACCEPTABLE MANNER, AND NO COMPENSATION WILL BE ALLOWED FOR SUCH CORRECTION. 11. IN THE EVENT CONSTRUCTION STAKING BASED ON THE CONSULTANT'S PLANS, DRAWINGS OR 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. 12. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; INCLUDING EROSION, SEDIMENTATION & DUST CONTROL PLAN AND STORM WATER POLLUTION PREVENTION PLAN IMPLEMENTATION AND THE SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 13. IF THE CONTRACTOR IS IN DOUBT AS TO THE MEANING OF ANY PART OF THE DRAWINGS AND SPECIFICATIONS OR FINDS DISCREPANCIES IN OR OMISSIONS FROM THE DRAWINGS, HE SHALL SUBMIT A WRITTEN REQUEST FOR AN INTERPRETATION OR A CORRECTION THEREOF, PRIOR TO FILING HIS BID PRICE FOR THE PROJECT. 14. PORTER & ASSOCIATES, INC. WILL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ANY AND ALL CHANGES TO THESE PLANS MUST BE APPROVED IN WRITING BY PORTER & ASSOCIATES, INC. 15. NORMAL STAKING AND MARKING OF THE PROJECT WILL BE SUPPLIED ONLY ONCE. ALL RESTAKING OR REMARKING SHALL BE AT THE EXPENSE OF THE CONTRACTOR. COB STREET IMPROVEMENT NOTES 1. THE SUBDIVIDER, IF REQUIRED, SHALL OBTAIN GRADING APPROVAL AS REQUIRED BY CITY OF BAKERSFIELD ORDINANCE, PRIOR TO START OF ANY EARTHWORK. 2. ANY TRENCHING TO BE CONDUCTED WITHIN THIS PROJECT SHALL BE BACKFILLED AND COMPACTED PER CITY STANDARD DETAIL ST -22. 3. THE CONTRACTOR SHALL REMOVE OR RELOCATE ALL OBSTRUCTIONS WITHIN THE STREET RIGHT -OF -WAY AS DIRECTED BY THE CITY ENGINEER. 4. ALL STREETS HAVE BEEN DESIGNED USING A MINIMUM "R" VALUE AS STATED IN THE SOILS REPORT. SEE STRUCTURAL SECTIONS FOR EACH STREET FOR SPECIFIC INFORMATION. SHOULD FURTHER TESTING SHOW A LOWER "R" VALUE OF THE ACTUAL IN PLACE MATERIAL, STREETS SHALL BE REDESIGNED ACCORDING TO THE LOWER "R" VALUE, IN ACCORDANCE WITH CITY ENGINEER. 5. RELATIVE COMPACTION OF NOT LESS THAN 95% SHALL BE OBTAINED FOR A MINIMUM DEPTH (T) OF 1.1 FOOT BELOW FINISH GRADE ON LOCAL STREETS (T =1.5' TO 2.5' AS DIRECTED BY THE PUBLIC WORKS DIRECTOR ON COLLECTOR AND ARTERIAL HIGHWAYS) FROM LIP OF GUTTER TO LIP OF GUTTER. IN ADDITION, RELATIVE COMPACTION OF NOT LESS THAN 90% SHALL BE OBTAINED FOR A MINIMUM DEPTH OF 0.5 FEET BELOW GRADING PLANE FOR THE ENTIRE WIDTH OF PAVEMENT (LIP OF GUTTER TO LIP OF GUTTER). 6. THE CONTRACTOR SHALL OBTAIN 90% RELATIVE COMPACTION UNDERNEATH THE SIDEWALK AND CURB AND GUTTER TO A DEPTH OF 6 ". THE LOCATION OF THE TESTS SHALL BE DETERMINED BY THE CITY. 7. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. THE COST OF RETESTING DUE TO FAILED COMPACTION TESTS WILL BE BACKCHARGED TO THE CONTRACTOR. 8• ALL CONCRETE SHALL BE CLASS 3 AND SHALL CONTAIN A MINIMUM OF 505 LBS. /CU. YD. OF CEMENT AND HAVE A MAXIMUM WATER /CEMENT RATIO OF 0.50, 9. ASPHALT REJUVENATING AGENT SHALL BE APPLIED TO NEW ASPHALT CONCRETE PAVEMENT IN ACCORDANCE WITH THE PROVISIONS FOR FOG SEAL IN SECTION 37, BITUMINOUS SEALS, OF THE STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, CURRENT EDITION, AND THE STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIAL PROVISIONS CURRENTLY IN EFFECT, AS DIRECTED BY THE CITY ENGINEER. 10. NEW STREETS SHALL BE EXTENDED AT INTERSECTIONS AS DIRECTED BY THE PUBLIC WORKS DIRECTOR IN ORDER TO PROVIDE A TIE INTO EXISTING STREET PAVEMENT. 11. SEWER LATERAL LOCATIONS TO BE STAMPED (S) INTO THE CURB FACE OVER EACH LATERAL. 12. ELEVATIONS AND GRADES SHOWN ON THE PROFILES ARE GUTTER FLOW LINES (INVERTS). 13. THE CONTRACTOR SHALL INSTALL PERMANENT TRAFFIC CONTROL SIGNING AND OTHER SAFETY DEVICES (NOT SHOWN ON THESE PLANS) TO MEET WITH THE APPROVAL OF THE CITY PUBLIC WORKS DIRECTOR. THE PRICE FOR THIS ITEM SHALL BE INCLUDED IN THE PAVEMENT PRICE. 14. SIGN PANELS SHALL BE MOUNTED ON POSTS WITH HAWKINS M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR EQUAL, ROADSIDE SIGNS INSTALLED PER CITY STANDARD DETAIL T -19 SHALL BE LOCATED WITHIN SIDEWALK, 6" FROM BACK. 15. SEE WATER, STORM- DRAIN, AND SEWER IMPROVEMENT PLANS FOR OTHER IMPROVEMENTS THAT ARE A PART OF THIS PROJECT. 16. CONTRACTOR SHALL INSTALL BLUE MARKERS IN THE STREET AT THE FIRE HYDRANTS PER THE FIRE DEPARTMENT REQUIREMENTS. COB ASPHALT CONCRETE PAVING NOTES 1• ASPHALT CONCRETE SHALL BE TYPE A (MODIFIED) FOR ALL ARTERIAL AND COLLECTOR STREETS AND TYPE B (MODIFIED) FOR LOCAL STREETS AND SHALL CONFORM TO THE PROVISIONS IN SECTION 39, "ASPHALT CONCRETE," OF THE CAL TRANS STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. 2. PRIOR TO THE ADDITION OF ASPHALT BINDER, THE COMBINED MINERAL AGGREGATE FOR TYPE A (MODIFIED) OR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF SECTION 39 -2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS FOR 3/4" MAXIMUM, MEDIUM GRADING. 3. ASPHALT BINDER FOR TYPE A (MODIFIED) ASPHALT CONCRETE AND TYPE B (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64 -10 PERFORMANCE GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER. THE ASPHALT BINDER SHALL CONFORM TO THE REQUIREMENTS IN THE TABLE FOR PERFORMANCE GRADED ASPHALT BINDER, IN SECTION 92- 1.02(B), "GRADES," OF THE STANDARD SPECIFICATIONS. 4. THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATE SHALL BE DETERMINED BY THE CONTRACTOR IN ACCORDANCE WITH CALIFORNIA TEST METHOD 367 USING SAMPLES OF MATERIALS PROPOSED FOR USE IN THE WORK. THE AMOUNT OF ASPHALT BINDER SHALL BE APPROVED BY THE CITY ENGINEER. 5. AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE CITY ENGINEER'S REVIEW AND APPROVAL: A A LIST OF AGGREGATE AND ASPHALT SOURCES. B DOCUMENTATION VERIFYING THAT THE AGGREGATES TO BE INCORPORATED IN THE WORK CONFORM TO THE REQUIREMENTS OF SECTION 39 -2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MATERIAL SIEVE ANALYSIS AND SAND EQUIVALENT TEST RESULTS SHOULD NOT BE OLDER THAN SIX (6) MONTHS. ALL OTHER TEST RESULTS SHOULD NOT BE OLDER THAN ONE (1) YEAR. C AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 367. LABORATORY TEST RESULTS ON WHICH THE DESIGN IS BASED SHALL BE SUBMITTED WITH THE MIX DESIGN ALONG WITH THE THEORETICAL MAXIMUM DENSITY OF THE DESIGN MIXTURE AS DETERMINED BY ASTM D2041. THE ASPHALT CONCRETE MIX SHALL MEET THE REQUIREMENTS OF SECTION 39 -2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. IF THE DATA SUBMITTED SHOWS THAT THE MATERIALS ARE SUBSTANTIALLY THE SAME AS WHEN THE DESIGN WAS PREPARED, THE DESIGN MAY BE UP TO THREE (3) YEARS OLD. THE CONTRACTOR SHALL BEAR ALL COSTS ASSOCIATED WITH THE ASPHALT CONCRETE MIX DESIGN. 6. WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO EXISTING PAVED SURFACES, THE EXISTING PAVEMENT IS TO BE SAW CUT IN A NEAT STRAIGHT LINE, EITHER PARALLEL OR PERPENDICULAR TO THE CENTERLINE OF THE STREET, AND AT A MINIMUM DISTANCE OF ONE (1) FOOT FROM THE EXISTING EDGE OF PAVEMENT. 7. A PRIME COAT WILL NOT BE REQUIRED ON NON -PAVED AREAS TO BE SURFACED PRIOR TO THE PLACEMENT OF ASPHALT CONCRETE; HOWEVER, ALL OTHER REQUIREMENTS OF SECTION 39 -4.01, "SUBGRADE," OF THE STANDARD SPECIFICATIONS SHALL BE MET. 8. THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO PUBLIC TRAFFIC. CARE SHALL BE TAKEN TO AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING PAVEMENT SURFACE BEYOND THE LIMITS OF CONSTRUCTION. 9. PAVING JOINTS SHALL MATCH STRIPE LOCATIONS UNLESS OTHERWISE PERMITTED BY THE CITY ENGINEER. 10. INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE CITY ENGINEER. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED AT ROAD CONNECTIONS AND PRIVATE DRIVES, WHERE SHOWN ON THE PLANS AND AS DIRECTED BY THE CITY ENGINEER, AND HAND RAKED, IF NECESSARY, AND COMPACTED TO FORM SMOOTH, TAPERED CONNECTIONS. 11. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS 0.15 FOOT OR LESS, PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT, AT THE END OF EACH WORK SHIFT, THE LENGTH OF PAVEMENT ALONG THE LONGITUDINAL DROP -OFF BETWEEN ADJACENT LANES IS NOT GREATER THAN THAT WHICH CAN BE SURFACED DURING THE FOLLOWING SHIFT OF NORMAL PAVING OPERATIONS. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP -OFFS ON EACH LANE. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. 12. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS MORE THAN 0.15 FOOT, PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT THE LAYER OF ASPHALT CONCRETE IS PLACED ON ALL CONTIGUOUS LANES OF THE TRAVELED WAY BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. AT THE END OF EACH WORK SHIFT, THE DISTANCE BETWEEN THE ENDS OF A LAYER OF ASPHALT CONCRETE ON ADJACENT LANES SHALL NOT BE GREATER THAN 10 FEET. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP -OFFS ON EACH LANE AND ALONG THE LONGITUDINAL DROP -OFF BETWEEN ADJACENT LANES. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. 13. ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM 92 PERCENT OF THE MAXIMUM THEORETICAL DENSITY AS DETERMINED BY ASTM D -2041. IN -PLACE DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 375. 14. IF THE IN -PLACE DENSITY OF ANY LOT OF ASPHALT CONCRETE IS LESS THAN 92 PERCENT OR GREATER THAN 94 PERCENT OF THE MAXIMUM THEORETICAL DENSITY, THE CONTRACTOR WILL BE ADVISED THAT THE REQUIRED RELATIVE COMPACTION IS NOT BEING ATTAINED AND THAT THE MATERIALS OR PROCEDURES OR BOTH, IF NEEDED, NEED ADJUSTMENT. ASPHALT CONCRETE SPREADING OPERATIONS SHALL NOT CONTINUE UNTIL THE CONTRACTOR HAS NOTIFIED THE CITY ENGINEER OF THE ADJUSTMENT THAT WILL BE MADE IN ORDER TO MEET THE REQUIRED COMPACTION. IF ANY SUCCESSIVE TEST AFTER NOTICE IS GIVEN DOES NOT MEET THE SPECIFIED RANGE, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT MEETS THE IN -PLACE DENSITY REQUIREMENTS. 15. IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE COMPACTION IS EITHER LESS THAN 90% OR MORE THAN 96 %, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT DOES MEET THE IN -PLACE DENSITY REQUIREMENT. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. 16. THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED BY: A. A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD, OR B. ASTM D1188 WHEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESTING. ZINC STEARATE MAY BE SUBSTITUTED WITH PARAFFIN. C. IN CASE OF DISPUTE, METHOD "B" SHALL BE USED. 17. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE TOLERANCES, IT SHALL BE BROUGHT WITHIN TOLERANCE BY EITHER: (1) ABRASIVE GRINDING WITH EQUIPMENT UTILIZING DIAMOND BLADES, (2) REMOVAL AND REPLACEMENT, OR (3) PLACEMENT OF AN ASPHALT CONCRETE OVERLAY. THE METHOD WILL BE SELECTED BY THE CITY ENGINEER. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. 18. IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO SPECIFIED SURFACE TOLERANCES, ADDITIONAL GRINDING SHALL BE PERFORMED, AS NECESSARY, TO ENLARGE THE GRINDING AREA SO THAT THE LONGITUDINAL LIMITS OF GRINDING ARE AT A CONSTANT OFFSET FROM, AND ARE PARALLEL TO, THE NEAREST LANE LINE OR PAVEMENT EDGE, AND THE TRANSVERSE LIMITS OF GRINDING ARE NORMAL TO THE PAVEMENT CENTERLINE. ALL GROUND AREAS SHALL BE NEAT RECTANGULAR AREAS OF UNIFORM SURFACE APPEARANCE. ABRASIVE GRINDING SHALL CONFORM TO THE REQUIREMENTS IN THE FIRST PARAGRAPH AND THE LAST FOUR PARAGRAPHS OF SECTION 42 -2.02, "CONSTRUCTION," OF THE STANDARD SPECIFICATIONS. A FOG SEAL COAT SHALL BE APPLIED TO ALL FINISHED ASPHALT SURFACES AT THE CONTRACTOR'S EXPENSE. THE FOG SEAL COAT SHALL BE EITHER ASPHALT REJUVENATING AGENT OR ASPHALTIC EMULSION AS DIRECTED BY THE CITY ENGINEER. 19. BASE MATERIAL IN ALL CITY STREETS INCLUDING ARTERIAL, COLLECTOR, AND LOCAL ROADBEDS SHALL EITHER MEET THE SPECIFICATIONS FOR CLASS 2 AGGREGATE BASE (CL 2 AB) CONFORMING TO SECTION 26 OF THE CALTRANS STANDARD SPECIFICATIONS, LATEST EDITION, OR SHALL BE FINE GRADATION CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200 -2.4 OF THE "GREENBOOK" WHICH ALLOWS UP TO 50% OF THE VOLUME TO BE RECLAIMED ASPHALT CONCRETE, PORTLAND CEMENT CONCRETE, LEAN CONCRETE BASE, CEMENT TREATED BASE, OR A COMBINATION OF THOSE MATERIALS - OTHER RECYCLED BASES SHALL NOT BE ALLOWED. AGGREGATE BASE SHALL BE COMPACTED TO A MINIMUM OF 95% OF MAXIMUM DRY DENSITY. 20. THE PAVING CONTRACTOR SHALL GRADE THE PAVING AREAS TO THE FOLLOWING MODIFIED CALTRANS STANDARD SPECIFICATION SECTION 19 -1.03 PER THE CITY OF BAKERSFIELD: IMMEDIATELY PRIOR TO PLACING SUBSEQUENT LAYERS OF MATERIAL THEREON, THE GRADING PLANE SHALL CONFORM TO ONE OF THE FOLLOWING: A. WHEN ASPHALT CONCRETE OR ASPHALT CONCRETE BASE IS TO BE PLACED ON THE GRADING PLANE, THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.02 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. B. WHEN SUBBASE OR BASE MATERIAL (OTHER THAN ASPHALT CONCRETE BASE) IS TO BE PLACED ON THE GRADING PLANE, THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.04 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. CITY STANDARD PLATES 1. THE FOLLOWING CITY OF BAKERSFIELD STANDARD DRAWINGS SHALL BE CONSIDERED A PART OF THESE PLANS. (CONTRACTOR TO OBTAIN LATEST EDITION, 10- 26 -89, UNLESS OTHERWISE NOTED) CITY STD. NO. DESCRIPTION ® ST -1 CURB AND GUTTER (TYPE "A ", "B" AND "C ") ❑ ST -2 COMMERCIAL DRIVEWAY ® ST -3 SIDEWALK ® ST -4 RESIDENCE DRIVEWAY ® ST -5 HOUSE NUMBER FOR CURBS ® ST -6 DATED 1/11/99 PAVEMENT PATCHES ❑ ST -7 CROSS- GUTTERS ❑ ST -8 26 INCH PART CIRCLE CULVERT ® ST -9 STREET SPECIFICATIONS ® ST -10 STREET SECTIONS ❑ ST -10A STREET SECTIONS ® ST -11 STREET CROSS SECTIONS ❑ ST -12 ALLEY CROSS SECTION ® ST -13 SURVEY MONUMENT ® ST -14 * *STREET LIGHT, MAST ARM TYPE ® ST -15 CUL -DE -SACS ® ST -16 STREET KNUCKLE * *FIBERGLASS STREET LIGHTS NOT ALLOWED CITY STD. NO. DESCRIPTION ® ST -17 WIDE CROSS- GUTTER ❑ ST -2 DATED 6/2/99 MEDIAN CURBS (TYPE "M ", "M -1" AND "M -2 ") ❑ ST -19 HANDICAP RAMPS ❑ ST -20 PRIVATE STREET GATES ❑ ST -21 REFUSE CONTAINER PAD ® ST -22 DATED 1/11/99 TRENCH BACKFILL & COMPACTION REQUIREMENTS ❑ D -10 SIDEWALK UNDERDRAIN ❑ D -11 DRAINAGE BASIN ® D -14 CATCH - BASIN, TYPE "A" ❑ D -15 CATCH - BASIN, TYPE "A -1" ® D -16 GUTTER DEPRESSIONS ❑ SW -4 MANHOLE, TYPE "A" WITH DROP CONNECTION ® SW -5 FRAMES & COVER FOR MANHOLES & CLEANOUTS ® T -1 STREET SIGN, POST TYPE ❑ T -3 MAJOR COLLECTOR TRANSITION ® T -12 MINIMUM ACCESS DESIGN ❑ T -34 DATED 09/99 TRAFFIC SIGNAL INTERCONNECT - WIRING AND PULL BOXES CALTRANS STANDARD PLANS 1 • THE FOLLOWING CALTRANS STANDARD PLANS SHALL BE CONSIDERED A PART OF THESE PLANS. (CONTRACTOR TO OBTAIN LATEST EDITION THEREOF) CALTRANS STD. PLAN DESCRIPTION ® RSP A88A & B CURB RAMP DETAILS ----------- --- ----------------- - - --- � f NOTE: THIS DETAIL IS FOR REFERENCE ONLY, CONTRACTOR l SHALL FOLLOW AND MEET ALL A.D.A. STANDARDS AS I SHOWN ON CALTRANS STD. PLAN RSP A88A. I I I m I I I I I I I I I I 3'-8" �r6 cL� I VAS` 7 Lo �ry m o �0 s° X09 � 9 G.B. e I - rF.�G,p�� � �.• I ECR A�9� �tii I I I I I 5' WHEELCHAIR RAMP DETAIL SCALE: 1"= 5' -0" U pavo wOu� m J Z�cnW wZWW ccnmwa�FwaP -p w =¢z�- zWU,0o �cnFwZw >°F° U mQ FN- wJjV w =oWQW�va zF-U ~mF5OLL�� �w cnpHOp_ Q W U L m oz� §Owzc�o zd &o LL.�ozmw Cn W Y W U U a Z U w a �m 2 W mw of pwzwU�wf -cno QFxppzc~i��00w W LLFZ -of l-m o O� Q w W Z o Q p�ZLou owoZ> z Lou mwamtE8 °' za U T OU W H Z OW z O LLO U w LL Z m d w Z z LL d�W >QUWtn�O cnw�=zQCjzam Q� o W '8t a ~ (n=�F- ¢U�J�O C7cnw =�zQQOp Zp UtnlyA �'Wo Z _ > p J O > Z Q Q J OQrQO W W (nJpp w wu Z?w0°Qcn o acn C Q0ZFr w QW _jW W(JjZ0 wwvowZ�cai� >_ � F-�- 0-�_oo0m¢2 U _ z o M rn L0 c� (D W z C) W cN Q > U r U � a) X U) (D a) U- _Z Y cu Q w LU m N W N co OZ5 Z o U) N z N c2 w w N C) 0 0 O `V L \NEER * b/ co a , Q to w >v 0 U lS/032i U) Z O �o Z W 75; W O 0 -0 a� Vc 0 N < W w w i F__ z o i 0 v i 0 0 / V) F_ w w ly- 0 0 N z Q J a. 0 o_ N VJ Q w 0 W O z 0 Q 0 z Q W w 0 Q 0 w LU Li-U) w w w 0�m W w z = W F- w Lu LL a o a \NEER * b/ co a , Q to w >v 0 U lS/032i U) Z O �o Z W 75; W O 0 -0 a� Vc 0 N < W w w i F__ z o i 0 v i 0 0 / V) F_ w w ly- 0 0 N z Q J a. 0 o_ N VJ Q w 0 W O z 0 Q 0 z Q W z 0 w DATE 12130/2014 i PA JOB No. 13 -2750H SHEET 0 Q E i 0 Ln N OF 21 SHEETS TYPICAL STREET SECTIONS NOTE: SIDEWALK AND MULTI — PURPOSE TRAIL MAY MEANDER WITHIN RIGHT —OF —WAY PER WEST MING SPECIFIC PLAN (TYPICAL ALL SECTIONS) "PARKING ALLOWED" SEE PLAN VIEW FOR STRUCTURAL SECTION PER "WMSP" EXHIBIT 4 -11 WINDERMERE STREET WMSP COLLECTOR STREET NOT TO SCALE U) J o o J ST °Q CL FUTUR PARk SITE 37 12' 1 5' 7 8' L/S LOT I a C � I 54' 8' WIDE 26' SCAPE AREA NOTE: ALL LANDSCAPING SHALL BE PRIVATELY MAINTAINED THROUGH HOMEOWNER'S ASSOCIATION FEES 4' z uj1:<Z�z�wo=_p �c=n =w�Ojuia: 3 R/W O W vWZ�pa� o zzm2 w0 W =�w C� n c� 16�f 1 R/W LEGEND oa-000 U) viQ0ca WMSP RESIDENTIAL STREET a7 rz 0Zv ° Ld :2 0 U J F- o� 0 Q LL (n W W m Z O ry NOT TO SCALE I 48' 0 v, is m I ❑1 PROPOSED 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. © PROPOSED BLOCK WALL (SEE WALL PLANS). Q~OWOQOO ' K 2 U- U, 54' R/W Z Q 17' N I 30' 30' 15' 8' 15' m z z w w O W w<- CD N I ❑ PROPOSED 5' WIDE SIDEWALK PER C.O.B. STD. DWG. ST -3. (MAY MEANDER) ❑ 4' WIDE DECOMPOSED GRANITE PATH VJSK J 7cpnw Z p EZI L 8' NO PARKING" LANDSCAPE PARKING" 5' 5' 10' w O °¢ O w w cn w 5 L/S LOT ❑ ❑ MEDIAN ❑3 PROPOSED TYPE "M" MEDIAN CURB PER C.O.B. STD. DWG. ST -18. ® 6"x6" CONCRETE MOW CURB 1_ 5' WIDE 2 1 37 1=- 6, a I ® PROPOSED 8' WIDE CONCRETE MULTI -USE TRAIL (4" THICK CLASS "B" CONCRETE) 9❑ PROPOSED 6" CURB NO GUTTER SIMILAR C.O.B. STD. DWG. ST -1. ® LANDSCAPE AREA 37 2% MIN. 2% MIN. FUTURE I El_l7- ❑5 28 1 18' LA SCAPE L - - -J 28' 1' I (SEE C.O.B. STD. DWG. ST -3. FOR CONCRETE SPECIFICATIONS, JOINTS, ETC.) 10 5.5' WIDE COMBINATION SIDEWALK PER C.O.B. STD. DWG. ST -3 8 PARKING FROM 2% MIN. TO 3:1 MAX. ' 7245 8 PARKING PARK PARKWAY w J "A" MEDIAN g ��g _--_ �+ NOT TO SCALE w z G WMSP RESIDENTIAL ENTRANCE STREET ❑5 PROPOSED LANDSCAPE AREA (SEE LANDSCAPE PLANS -BY OTHERS). �+ NOT TO SCALE SITE 0 0 ( 3 1 3 0 TT 7245 — -- ................ 1 2 MIN' 2q MIN. 1 "PARKING ALLOWED" SEE PLAN VIEW FOR STRUCTURAL SECTION PER "WMSP" EXHIBIT 4 -11 WINDERMERE STREET WMSP COLLECTOR STREET NOT TO SCALE U) J o o J ST °Q CL FUTUR PARk SITE 37 12' 1 5' 7 8' L/S LOT I a C � I 54' 8' WIDE 26' SCAPE AREA NOTE: STREET TO BE PUBLICLY MAINTAINED aw 0 W W w w Z W w m= z w Q~ p 10' WIDE 5' 4' z uj1:<Z�z�wo=_p �c=n =w�Ojuia: 3 cnw�'�OZJCiUjU Z w O W vWZ�pa� o zzm2 w0 W =�w J L� n c� 16�f 1 "NO PARKING ALLOWED" SEE PARKWAY TYPE "B" DETAIL 3 R/W 29' 20' 2` -Ml 18' LANDSCAPE MEDIAN g 1_91 I SEE PLAN VIEW FOR STRUCTURAL SECTION PER "WMSP" EXHIBIT 4 -11.3 CAMPUS PARK DRIVE — WINDERMERE STREET 1 WMSP COLLECTOR STREET / NOT TO SCALE ST CL 37' 28' 2.7- MIN._ 48' "PARKING ALLOWED" L 1 F5_1 wl z 3 O 11 I R/W d 0 I I 2% "PARKING ALLOWED" R/W J H _I 0 p 0 a "PARKING ALLOWED" PER "WMSP" EXHIBIT SIMILAR 4 -11.3 (PARKING ON TRAIL SIDE) "NO PARKING ALLOWED" SEE PARKWAY TYPE "A" DETAIL 3 WINDERMERE STREET /`*'Q� WMSP COLLECTOR STREET NOT TO SCALE J J0 0 J ST °a CL R/W J J 0 0 p Q R/W 30' 16' 5' 5' 6' 0 m 0 27.*y ** - LANDSCAPE SLOPE MAY VARY FROM 2% MIN. TO 4:1 MAX. "NO PARKING ALLOWED" C/L NO PARKING NO PARKING SEE PLAN VIEW FOR STRUCTURAL SECTION R/W 30' 16' 6' 5' 5' ❑ E2 I Pp "NO PARKING ALLOWED" "NO PARKING ALLOWED" "NO PARKING ALLOWED" SEE PARKWAY TYPE "B" DETAIL 3 SEE PARKWAY TYPE "A" DETAIL U) WINDERMERE STREET WMSP COLLECTOR STREET NOT TO SCALE C/L R/W 30' 30' FUTURE TT 7246 8 22 22' 8' COMMERCIAL PASEO a l0 I I NAT. GRID. VAS- --J"% 27. _ / u _ ( ED -\ 2% NAT. GRID. SEE PLAN VIEW FOR STRUCTURAL SECTION NOTE: STREET TO BE PUBLICLY MAINTAINED PROPOSED STREET SECTION PER C.O.B. STD. DWG. ST -10 WMSP LOCAL COMMERCIAL NOT TO SCALE 7245 _I J H J 01-j R/W QI 26' a U wO w 0 0 NOTE: STREET TO BE PUBLICLY MAINTAINED 6 0 W W w w Z W w m= z w Q~ p 10' WIDE 5' 4' PER "WMSP" EXHIBIT 4 -16 uj1:<Z�z�wo=_p �c=n =w�Ojuia: Of o 0 cnw�'�OZJCiUjU Z w LANDSCAPE AREA ❑ W vWZ�pa� o zzm2 w0 W =�w NO PARKING ALLOWED ON EITHER SIDE n c� 16�f Liz z Z <w -pwOOw� J ❑ oa-000 U) viQ0ca WMSP RESIDENTIAL STREET a7 rz 0Zv ° Ld :2 0 U J F- o� 0 Q LL (n W W m Z O ry NOT TO SCALE C��7�OJCn�0,o J o_j 0 v, is m F= Q o o O W N ui LuO ~Z pzI-m 0 z W Q~OWOQOO ' K 2 U- U, C/L R/W Z Q 6 N QT zw z W G0"" v�zw -QU�-w " U 30' 30' 15' 8' 15' m z z w w O W w<- CD N o O 11 "NO 11 VJSK J 7cpnw Z p 10' 5' 5' NO PARKING" LANDSCAPE PARKING" 5' 5' 10' w O °¢ O w w cn w 5 L/S LOT ❑ ❑ MEDIAN � LJ 0 I L/S LOT ❑� x 0 =W) 1_ 7 2 1 3 3 1=- I FINISHED PAD 2%** 2 1 1 2% 25 I I 3* 2% MIN. 2% MIN. _ El_l7- 1 SEE PLAN VIEW FOR STRUCTURAL SECTION L - - -J 1' NOTE: STREET TO BE MAINTAINED BY H.O.A. ** - LANDSCAPE SLOPE MAY VARY \ \\ FROM 2% MIN. TO 3:1 MAX. ' 7245 PROPOSED STREET SECTION PARKWAY TYPE "A" PRIVATE ENTRANCE STREET �+ NOT TO SCALE G WMSP RESIDENTIAL ENTRANCE STREET �+ NOT TO SCALE "NO PARKING ALLOWED" "NO PARKING ALLOWED" SEE PARKWAY TYPE "B" DETAIL 3 SEE PARKWAY TYPE "A" DETAIL U) WINDERMERE STREET WMSP COLLECTOR STREET NOT TO SCALE C/L R/W 30' 30' FUTURE TT 7246 8 22 22' 8' COMMERCIAL PASEO a l0 I I NAT. GRID. VAS- --J"% 27. _ / u _ ( ED -\ 2% NAT. GRID. SEE PLAN VIEW FOR STRUCTURAL SECTION NOTE: STREET TO BE PUBLICLY MAINTAINED PROPOSED STREET SECTION PER C.O.B. STD. DWG. ST -10 WMSP LOCAL COMMERCIAL NOT TO SCALE 7245 _I J H J 01-j R/W QI JI -i lo 0 U O - 26' a U wO w 0 0 6 0 W W w w Z W w m= z w Q~ p 10' WIDE 5' 4' 1 7' uj1:<Z�z�wo=_p �c=n =w�Ojuia: Of o 0 cnw�'�OZJCiUjU Z w LANDSCAPE AREA ❑ W vWZ�pa� o zzm2 w0 W =�w I n c� 16�f Liz z Z <w -pwOOw� J ❑ oa-000 U) viQ0ca I a7 rz 0Zv ° Ld :2 0 U z w f 0 L mod a Y pW 0 Q LL (n W W m Z O %` ■ " vim^, C��7�OJCn�0,o D Q Ww }jO�ZSV)x p v, is m F= Q o o O W N ui LuO ~Z pzI-m C��{{ W (U co z W Q~OWOQOO ' K 2 U- U, 1 ZaOww W w�0°zQ Z Q z N QT zw z W G0"" v�zw -QU�-w " U 1 m z z w w O W w<- CD N o O Z ~ Q_ w O O 0 a o ~QU >� O VJSK J 7cpnw Z p �Ez~ H=2�p JQ OQOnz H w w O °¢ O w w cn w 5 r ( > Z >z ui D Ul � 1` W w Q wow W(Jgz <m w U O w z< a- wuj >z' x 0 =W) 11� 1 2 1' 2% 1' I FINISHED PAD I I 3* El_l7- 1 U) L - - -J 1' \ \\ *= LANDSCAPE AREA SHALL BE 3:1 MAX. * *= RETAINING WALL OPTION (TO BE DETERMINED) PARKWAY TYPE "A" DETAIL �+ NOT TO SCALE JI -i lo 0 U O - a U wO w 0 0 O w H m p J W10- 0 2 W W w w Z W w m= z w Q~ p z O co ���O��LLZaz M uj1:<Z�z�wo=_p �c=n =w�Ojuia: �/'� co (p O cnw�'�OZJCiUjU Z w LLl z L W vWZ�pa� o zzm2 w0 W =�w N n c� 16�f Lu `? �tCO Z <w -pwOOw� - oa-000 U) viQ0ca -0 C a7 rz 0Zv ° to X a z w f 0 L mod a Y pW 0 Q LL (n W W m Z O %` ■ " vim^, C��7�OJCn�0,o Z �C Ww }jO�ZSV)x p v, is m F= Q o o O W N ui LuO ~Z pzI-m C��{{ W (U co z W Q~OWOQOO ' K 2 U- U, ZaOww W w�0°zQ Z c7 F O = U O O N QT zw z W G0"" v�zw -QU�-w " U CO O m z z w w O W w<- CD N cn w= Q U Z O Z ~ Q_ w O O 0 a o ~QU >� O VJSK J 7cpnw Z p �Ez~ H=2�p JQ OQOnz H w w O °¢ O w w cn w 5 r ( > Z >z ui D Ul � 1` W w Q wow W(Jgz <m w U O w z< a- wuj >z' x 0 =W) % I 1 I- MKY`VV/A T I T r E- a Ur- I MIL NOT TO SCALE z O Q ---� 0 W C) �— CN W 0 C G WQ U �W^ V ) 0 W W N WN Lu Q Q 3 w w � U Ll z U) }- I O d O 0 N w / cn w w Ix cn 0 O w / cn z J 0 0 a_ m co Z <. a 0 w LL C/) X w W z = Qr W W _. LIJ U LL w > w PA JOB No. 13 -2750H LL o a a o a zQ 0 o c a. r�) w � > U �dy SAP / O38 * z O Q ---� 0 W C) �— CN W 0 C G WQ U �W^ V ) 0 W W N WN Lu Q Q 3 w w � U Ll z U) }- I O d O 0 N w / cn w w Ix cn 0 O w / cn z J 0 0 a_ m co Z 0 U7 > w Qr DATE 12/30/2014 PA JOB No. 13 -2750H SHEET Q) 0 E 0 U-) 3 N / OF 21 SHEETS CONSTRUCTION NOTES 01 CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. 0 CONSTRUCT 5' WIDE STANDARD TYPE SIDEWALK PER STD. DWG. ST -3. 0 CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STANDARD PLAN A88A CASE "A ". (SEE TYPICAL WHEELCHAIR RAMP DETAIL ON SHEET 3) CONSTRUCT 12' WIDE CROSS- GUTTER PER C.O.B. STD. DWG. S -35. (CONTRACTOR SHALL COMPACT AREA ® UNDER CROSS- GUTTERS AND A MINIMUM OF 1' EITHER SIDE TO 95% MAX. DENSITY, TO A DEPTH OF 1') F5_1 CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. NO. D -14 © PROPOSED ROUNDABOUT (SEE SHEETS 18 -21 FOR DETAILS AND DIMENSIONS) 70 PROPOSED 4' WIDE DECOMPOSED GRANITE PATH (SEE SHEET 3 FOR DETAILS) ® PROPOSED 8' WIDE CONCRETE MULTI -USE TRAIL (SEE SHEET 3 FOR DETAILS) ❑9 PROPOSED 6 "x6" CONCRETE MOW CURB (SEE SHEET 3 FOR DETAILS) 10 CONSTRUCT TYPE 'M' MEDIAN CURB PER C.O.B. STD. DWG. NO. ST -18 (SEE SHEETS 15 -17 FOR DETAILS AND DIMENSIONS) II 0 JAI U Owl 0 � 0i N LID •0)I 01 J + LL-. rn � 11 CONSTRUCT 5.5' WIDE COMBINATION SIDEWALK PER C.O.B. STD. DWG. ST -3. FL FLOWLINE STATION (LS) PROPOSED LANDSCAPED AREA (BEHIND CURB & GUTTER) SEE LANDSCAPE PLANS BY OTHERS. ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. TO FINISHED GRADE PER CITY STANDARDS. ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. -a INSTALL HOLOPHANE "GRANVILLE" PREMIER LED LUNAR (5 LED -4K 60W ARRAY) WITH 12 FT. HAMILTON ALUMINUM POLE OR EQUIVALENT AS APPROVED BY CITY ENGINEER. -C> INSTALL HOLOPHANE "GRANVILLE" PREMIER LED LUNAR (5 LED -4K 8OW ARRAY) WITH 14 FT. HAMILTON ALUMINUM POLE OR EQUIVALENT AS APPROVED BY CITY ENGINEER. oo / Co. vs 0 g? A- g6 -7 y ,A / / \` F-: U 0' m O � O 8, N (D N + 0 n oL0 + u') J O LL_ - - OO CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -13. 0 EXISTING SURVEY MONUMENT - PROTECT IN PLACE. Os SEWER MANHOLE 0 SEWER CLEANOUT OO STORM DRAIN MANHOLE -- RIGHT -OF -WAY SEWER STORM DRAIN - " - EXISTING EDGE OF PAVEMENT 51368 99 i LIRE TRACT 7254 FLIT PI -ANS) II 4' (gY SEP AR ATE m! z UIiW oiO J 10- OU'O W NN m 00 O +i° 0 0) m U? +rn;�`� 0) J rnWl3 G. _ _----_ - S00'57'10 "W 104 72 � N Q _J co M W � �- 51367 (LS) ( - STATION OFFSET .-I.0 li 102 +70.94 29.14' RT 102 +78.44 J� �-w J� I� Z t- W H31.25' RT ro o ro C) (o JW; C U O_ J O I N M+ MN b I 103 +53.44 0N� OJ p D J� O C5 30.00' 47.27' U- M +,. 00 rl� O 30.00' It LL- N �01 Lo o tC) + 2386.00' 39.31' + 00 O lJi + \ F- N O CD 0'` 3 RESIDENTIAL 0'F-! EXISTING GROUND PROFILE 00 O 0o w FUTURE cn=�F=-QU >��� L`' 0) w SEPARATE PLANS) �N -cif) 00) (N (D 000 T _ - = =r. ��. (By -.4- � C14 Ln e - - .��- _ _ oil - - - - u- � 51366 C7 'i + rj + 51368 99 i LIRE TRACT 7254 FLIT PI -ANS) II 4' (gY SEP AR ATE m! z UIiW oiO J 10- OU'O W NN m 00 O +i° 0 0) m U? +rn;�`� 0) J rnWl3 G. _ _----_ - S00'57'10 "W 104 72 � N Q _J co M W � �- 51367 (LS) ( - STATION OFFSET 51365 <:> (LS) 29.00' RT 102 +70.94 29.14' RT 102 +78.44 29.56' RT 102 +85.94 2 I 102 +93.44 H31.25' RT TANGENT I 35.75' RT 103 +30.94 I 103 +38.44 37.44' RT 103 +45.94 37.86' RT 103 +53.44 L 38.00' RT 21'06'01" 437.67' C5 30.00' 47.27' 90'16'58" 30.15' w 30.00' 46.98' II` IIQ Il w 2386.00' 39.31' 0'56'39" 19.66' prM cV oz F- F- F' � a 1 Of It 0'F-! EXISTING GROUND PROFILE O� 1 p- 0� + ' `� ai w O 0o w o' cn=�F=-QU >��� L`' °W° w .;_,--- .:�.- :.- .. -. - ....................mow`. � \. �N -cif) 00) (N (D 000 T _ - = =r. ��. 0 n -.4- � C14 Ln co C3 l 0) I _ L = O of w z D u- � F-r 0aH00Of 42 + 'i + rj + Lo Cq to C14 n N r7 Lo L O +. NO (N 1 + W L0 rj�l . . . . . . . . . . . . . . . . of C) _j OJ'; . LL_ LL LL_. 0) O C) PARABOLIC BAY TAPER 354:..,.:.... SEE TAPER "A" TABLE WINDERMERE STREET CONSTRUCT MIN. 0.30' TYPE "A" A.C. PAVING OVER MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GRD. COMPACTED TO 95% MAX. DENSITY TI =6.0 R =48 To-MA �m J _ O O (0+ O O 0) Ll- M + tf') 0 105 o- o- O U O m � O + 0i Lo Lo J LL_ 1 TAPER "A" TABLE STATION OFFSET 102 +63.44 29.00' RT 102 +70.94 29.14' RT 102 +78.44 29.56' RT 102 +85.94 0.27' RT 102 +93.44 H31.25' RT TANGENT 103 +23.44 35.75' RT 103 +30.94 36.73' RT 103 +38.44 37.44' RT 103 +45.94 37.86' RT 103 +53.44 L 38.00' RT 106 - I 1 III I 106+33.41 CURVE TABLE CURVE RADIUS LENGTH DELTA TANGENT C1 2379.00' 412.43' 9'55'59" 206.73' C2 3536.92' 319.30' 5'10'21" 159.76' C3 2321.00' 743.26' 18'20'52" 374.84' C4 2350.00' 865.43' 21'06'01" 437.67' C5 30.00' 47.27' 90'16'58" 30.15' C6 30.00' 46.98' 89'43'02" 29.85' C7 2386.00' 39.31' 0'56'39" 19.66' WHITE LANE (BY SEPARATE PLANS) i HORIZONTAL: 1"=50' VERTICAL: 1"=2' NOTE "A ": VERIFY EXISTING LOCATION AND ELEVATION IN FIELD, PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER IF THERE ARE ANY DISCREPANCIES. ' I j ON N CURVE ON CURVE ~I D! r) II0 r 10 C) Ii orn IIUm IIUr- III^ I m r7 F- M F- 0_ N F- N F- 0- F- cV F- m N w 0) 1 l(i J In I 1 J J m lO LCi J J Lo J_ M N up Lo 1 O W r7 I 1 O O I I I I O 1 N O N 0 0 po 1`0 I o00 I I Op _ _ _ _ -- - 1 W a 134.16' _ --1 (p _j On :Lo O(D "' 00` z o 356.1....... N C° -- __o'_ + I ` _ �~ \ EXISTING GROUND PROF /LE ,�� + ; ° N ' 1 ; ° + Cnw �OzOJwviO Z , (D� -- - - - - - - - - - - - - - - - - - - , -.. -- �..- i o4!pw. AT CENTEh'LWE........ ,.o C5 -p�W `. .ten co - - - - -- ------- -- - - -- \ i 1 \� ( 0W I r_ U) L6 +' -i N - -. ' 1 J I O) O 00 F- F- a- N nO �FQ� 0) w r7 m W O �N n ...........................356 . . . . . . . . . . . . . . .ALL . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _. . . . . . . . . . . . . . +.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . + . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . + . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 O I co cn J NO O Li O - . . . . . . . 354:. ........: ... ... : ........................... : .354 1 -0 54q :I l -0_6gq 352- ...,.......I....... . 94 +00 95 +00 96 +00 -U.ZU% - .DES /GN FLOWLINE PROF /LE. : . 97 +00 ...... ............. .... ........ .................. ........ ............................... .......... ............... .... . . . . 98 +00 99 +00 ., +0.21% : DES /GN FLOW/NE PRORZZ_ : . . . . . . . . . . . . . . SEE NOTE- "A AB . . . : . . . : . . . : . . . :352 100 00 101+00 102 +00 103 +00 104 +00 105 +00 106 +00 107 +00 0 U W a 134.16' _ --1 WEST FLOWLINE PROFILE 2 0 WNW �Z�w z o 46.98' M M aQZO�z�wZO �~ ON CURVE I VJ T O Cnw �OzOJwviO Z _ a I ON CURVE { Q z 10 w� w =O ==wU)0< I 0' 00 U � IIUao rim O '� .-. 0) Um II� O) .- 0 � � to (If 00 ��w 00 III^ W!^ j 0) U o) (`1 O 4= Q otS I 1 m M rri W0� F- N ( 1 <Ym�M F- F- a- N nO �FQ� F- W c, j ��� m W O �N n k_W w Z p 0 O§E Q�� p Z < I 1 p�Zp�C,) Dz> z�o =p =)oo� Ow I 1 OU II it LL Z +. co LLI W prM cV oz p0 Lo O�� ro CO 1 0) N JJ ` -- _ - - - - - - - of L` L` EXISTING GROUND PROFILE O� 1 p- 0� + ' `� ai w O 0o w O`- oo + cn=�F=-QU >��� 356. . .. . . . . . ............. ..................... .;_,--- .:�.- :.- .. -. - ....................mow`. � \. ATCENTERLIN£. . . . . . . .. o . . .° . . . . . . . . . . _ - = =r. ��. 356 'n(/) C�:DZZXW Z Z> W O Q w U W C14 Ln co C3 l 0) I _ L = O of w z D u- � F-r 0aH00Of 42 - J \ 1. O Q) 0_, _ (D + I 00 N r7 Lo L O +. r7 + or7 O LL \ 1 + W L0 . . . . . . . . . . . . . . . . . . . . . .+, O . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . .+, +- N + 0. . . . . . . . . . . . . . . . . . . p . . . . . . . . . . + . . . \ . . . . . . . . . . . . . . . . . . . . . . . . . 0) O C) 354:..,.:.... I LJ_ :. :...:...:...:....354 ... ........ ............................... ...... ........................... ...: k9 %�f� . . . . . . . +0.217o .. ........ ..................... . 1. ; _0.2090 ,; - 352 : . `:: . . . . . . . . . . . . . . . . . : : : : : .DDS /Glll FLO`YL /NE PROFILE: : : : : : : : : : : : : x' 0.23% : : . . . . . . . . . . . . . . : : : DESIGN FL OWL /NE PROFILE . . . . . . . . . . . . . . . . . . . . .SEE NOTE. .A. . . . . . . . . . . . . . . . . . . . . . . . . . . 352 94 +00 95 +00 96 +00 97 +00 98 +00 99 +00 10+00 101+00 102 +00 103 +00 104 +00 105 +00 106 +00 107 +00 EAST FLOWLINE PROFILE 0 U W a J_ w w Z_ (D w U Lu a w S E 0 wow w Q 0 r m �i w > w 2 0 WNW �Z�w z o cnmw�'j, =o��LLZoZ M M aQZO�z�wZO LSD =oi ~wZ0 >°�°�Q VJ T O Cnw �OzOJwviO Z _ a Q z 10 w� w =O ==wU)0< N Z1- -0 twip�- M W (Q Q > ~ZZ Z Z O G_ Z F- m X p uj w}j0Zmw O 4= Q otS v¢°Ww�mzvo cA LL_ C�C700v��0�om Y ? wW> >0LZic=nir pw4w-fwF -v)o �+/ uJ to m < "z- ._oom N Lll k_W w Z p 0 O§E Q�� p Z < 06 N CD Z p�Zp�C,) Dz> z�o =p =)oo� i- �1/ (7 b) N a viava�u zpii z0www 0_OZQ LL Z +. co LLI W 0 a z a H 0> Up co� �- NO UT-ow ~,<_L) CO _ _m zcncn_ wz wow OW0 O N w W D= Z Q U Z In w w ^O a ~ LL cn=�F=-QU >��� C7Cnw2�0QQOp Zp2UCn W= W 2 z F=> p O H w¢ w z Ew 0 C ptrrowwU -)2, ° r o'u�w U) Eo:a L 'n(/) C�:DZZXW Z Z> W O Q w U W U H _ L = O of w z D F-r 0aH00Of 42 ~ W a J_ w w Z_ (D w U Lu a = _j w U) 1~i o w Q 0 r m �i w > w ER * b/ co o e __3_ � a M w _> U 0 � � U 0' U) Z O Q O n � F- 1. W 0 i - CN W o ZT. ry(o W O U) WQWo > + O 0 wLo Lo tl z N �0 W �0< r7 N N LJ w W J L� 0 W 2 D Z a z Q J d I 0 r7 u I 0 0 w w o' V) 0 N DATE 12/30/2014 PA JOB No. 13 -2750H SHEET O Q E i 0 Ln N OF 21 SHEETS z z Q O o Lu CN DATE 12/30/2014 PA JOB No. 13 -2750H SHEET O Q E i 0 Ln N OF 21 SHEETS CONSTRUCTION NOTES F-fl CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. 02 CONSTRUCT 5' WIDE STANDARD TYPE SIDEWALK PER STD. DWG. ST -3. 0 CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STANDARD PLAN A88A CASE "A ". (SEE TYPICAL WHEELCHAIR RAMP DETAIL ON SHEET 3) CONSTRUCT 12' WIDE CROSS- GUTTER PER C.O.B. STD. DWG. S -35. (CONTRACTOR SHALL COMPACT AREA ® UNDER CROSS- GUTTERS AND A MINIMUM OF 1' EITHER SIDE TO 959 MAX. DENSITY, TO A DEPTH OF 1') F5_1 CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. NO. D -14 © PROPOSED ROUNDABOUT (SEE SHEETS 18 -21 FOR DETAILS AND DIMENSIONS) 07 PROPOSED 4' WIDE DECOMPOSED GRANITE PATH (SEE SHEET 3 FOR DETAILS) ® PROPOSED 8' WIDE CONCRETE MULTI -USE TRAIL (SEE SHEET 3 FOR DETAILS) F9 PROPOSED 6 "x6" CONCRETE MOW CURB (SEE SHEET 3 FOR DETAILS) 10 CONSTRUCT TYPE 'M' MEDIAN CURB PER C.O.B. STD. DWG. NO. ST -18 (SEE SHEETS 15 -17 FOR DETAILS AND DIMENSIONS) �.Z F- J � 1 S o �' 0; Q N : .�0 O °06 OLn Ln + +LO \ \ s GT FuTVREP PR P \ \ \ \\ \ \ \ \ \ 7 \ \ g \ \ 1 \ 11 CONSTRUCT 5.5' WIDE COMBINATION SIDEWALK PER C.O.B. STD. DWG. ST -3. FL FLOWLINE STATION I ^U F- m (LS) PROPOSED LANDSCAPED AREA (BEHIND CURB & GUTTER) SEE LANDSCAPE PLANS IW BY OTHERS. O J ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. TO FINISHED GRADE PER CITY STANDARDS. Q ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. -(D- INSTALL HOLOPHANE "GRANVILLE" PREMIER LED LUNAR (5 LED -4K 60W oW �J ARRAY) WITH 12 FT. HAMILTON ALUMINUM POLE OR EQUIVALENT AS o J APPROVED BY CITY ENGINEER. r0 -a INSTALL HOLOPHANE "GRANVILLE" PREMIER LED LUNAR (5 LED -4K 80W 00 ARRAY) WITH 14 FT. HAMILTON ALUMINUM POLE OR EQUIVALENT AS y= APPROVED BY CITY ENGINEER. EXISTING EDGE OF PAVEMENT 11 U H m 11 f_: FEEL ^r U ^U H z a, -13. I ^U F- m W LYE OU IW 0:�m,W OOp O J C2 O� rnU Q CON N U t1 °� O LO 00+ Ow o oW �J � oz OQ o J oil: W N+ r0 0 6U-) ocpp J MO �z 00 N 0U y= ) EXISTING EDGE OF PAVEMENT CONSTRUCT WHEELCHAIR RAMP PER CALTRANS O ¢ I N W REVISED STANDARD PLAN A88A CASE "F" r Sao rjCOO 001 833.79' ' (N r- C9 cN0 000(0 r- 84.54' rC'4 ° O(pl 88'01'14" 0)n 4 +L0 r1 15.53' mLC7 7.77' L2..L'! �L 2313.00' + �LO +�!�� 202.69' 013 NJ u-) LL_ 10.00' 0'14'49" 5.00' w F- W _j J ALL a o 0- LL ` 1 11 SEE, D TAIL e r \ I\ \\ 2 53 153 +65 \ I 1. 5 2 r 1 \ ® \ \ PROPOSED R/W &BACK \ \ OF WALK \ i 1 F- \ \ \ \ \t \t 1 i � u MERE STREET WINS EE SHEET 7 ; !A- (LS) 54. 48' ' �. C2 i 6 3 152+-.,' 6 B5+ \N\ D �-- pRK DUI J CN U (LS) / i F- N U t1 N 11 F- 11 0 JJ JCL C7 - °Z Q°jQi 0°Niz _1w "Q N ON 00 to r,� Lno COQ 0000 J J U- LL_ II ^� ° Z 0' m U W C) 10 i OU w N Q� �(Np O_ II afm O\ O U � W N -1C0 NO (0 94 O IIU)o z -13. Jm W Jw OU O O O J C2 O� rnU Q CON N X04 - LO 00+ r- m po- o CO cl� 00 � 94.95' L0 I 00 +00!\ r0 I.`-' ocpp J 3 00 LL- W N0 (LS) / i F- N U t1 N 11 F- 11 0 JJ JCL C7 - °Z Q°jQi 0°Niz _1w "Q N ON 00 to r,� Lno COQ 0000 J J U- LL_ II ^� ° Z 0' m U W C) 10 i OU w N Q� �(Np O_ II afm O\ O U � W N -1C0 NO (0 94 O CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -13. 0 EXISTING SURVEY MONUMENT - PROTECT IN PLACE. 2387.00' s0 SEWER MANHOLE 256.88' C2 © SEWER CLEANOUT t 56.56' 00 STORM DRAIN MANHOLE �I m 21'06'01" - - RIGHT -OF -WAY F-- 94.95' F-Ui �zl SEWER r------- - - - - -- �1 °ow - 0 CD °a STORM DRAIN W N0 y= ) EXISTING EDGE OF PAVEMENT CONSTRUCT WHEELCHAIR RAMP PER CALTRANS -� 00, + 83'03'31" REVISED STANDARD PLAN A88A CASE "F" r Sao rjCOO 001 833.79' ' 421.33' C9 87.00' I - -- o I 84.54' C10 ° N i 88'01'14" 84.04' C11 2321.00' 15.53' 0'23'00" 7.77' 012 P.W. :• CURVE TABLE CURVE RADIUS LENGTH t� t It C1 2387.00' I I 12'17'04" 256.88' C2 74.00' t� t t 56.56' It t �I m 21'06'01" II� C4 F-- 94.95' F-Ui �zl O'w 2387.00' bu O °ow - 0 CD °a C6 W N0 0; N 0 ) 31.07' r00, �Ni m O � 00, + 83'03'31" + Co � + N 00 rjCOO 001 :• CURVE TABLE CURVE RADIUS LENGTH DELTA TANGENT C1 2387.00' 511.79' 12'17'04" 256.88' C2 74.00' 96.58' 74'46'53" 56.56' C3 2350.00' 865.43' 21'06'01" 437.67' C4 2379.00' 94.95' 2'17'13" 47.48' C5 2387.00' 463.09' 11'06'57" 232.28' C6 2379.00' 62.14' 1'29'48" 31.07' C7 89.00' 129.02' 83'03'31" 78.82' C8 2350.00' 833.79' 20'19'44" 421.33' C9 87.00' 134.16' 88'21'14" 84.54' C10 87.00' 133.65' 88'01'14" 84.04' C11 2321.00' 15.53' 0'23'00" 7.77' 012 2313.00' 404.35' 10'00'59" 202.69' 013 2321.00' 10.00' 0'14'49" 5.00' I sus I RADIUS LENGTH O I I I I 25.00' I i I 25.27' U I 39.87' _j � j I I �s `� <-------- 2321.00' c U z OQ W CD 36.32' - - - - ----- ��' O J °° A AREA DETAIL vW N Q r.. SCALE" 1 "= 20' � 04 0.)- a- ,�ui + N O 0 N M FUTURE PARK SITE Nw O C-4 O N. rn� ++ N N rn 0, (BY SEPARATE PLANS) `?� 10 �� I 25.00' 40.97' DWI 0 I I I j Z i PROPOSED R/W & BACK OF WALK I I i I o I I I t I I I I i I i FUTURE TRACT 7245 (BY SEPARATE PLANS) Jm w J C) 0 O w 0j U w ° Ln Oi O '0 o r0 + + N CO N , r7 l � 0 N0 3 +LLZ 0 U- CT 3 (LS) I I I l RADIUS LENGTH DELTA I I I I 25.00' I i I 25.27' � � I 39.87' � I ` 2321.00' CL m 01'47'35" 36.32' 1 D 87.00' 62.44' �ZF- 32.63' z_^ �_ �m Z WU o3Q 1 CD z °Q o a- ,�ui O0 O oU �� NN Nw O w 0 1 � � ' . CD -- `?� 10 �� I CURVE TABLE CURVE RADIUS LENGTH DELTA TANGENT C14 25.00' 39.54' 90'37'26" 25.27' C15 25.00' 39.87' 91'22'21" 25.61' C16 2321.00' 72.64' 01'47'35" 36.32' C17 87.00' 62.44' 41'07'10" 32.63' C18 70.00' 100.33' 82'07'12" 60.98' C19 2350.00' 696.68' 16'59'09" 350.91' C20 -- -- -- -- C21 25.00' 40.97' 93'53'21" 26.76' C22 25.00' 39.54' 9037'26" 25.27' C23 2313.00' 481.15' 11'55'07" 241.45' C24 25.00' 39.01' 89'24'15" 24.74' C25 25.00' 44.40' 101'45'39" 30.74' C26 2379.00' 16.92' 00'24'27" 8.46' S ODEN SRI VE 1 EE SWEET 9 • 8 I IS /W 5 19' 19` 5' 1 1 \1 t 37 94 _ 6 (L< 1)Lii J � U o w CD 00 N �.0 C0 � CA 0 J + Li 0 C9 I I ^U C] U Lu LL w U- 0 w0cn wOwF co Z U Ua) W ", Z W cwnmw`nww¢F =p w OpE=�Oa a¢ZU�zp -, .O mm=wcnO W m�F- z r ¢ OJc cn ¢ w =0==wcnUQ x Z H O~ W E O- 0§ ga Q S z z U 0 pw �' Qap0Ow� =L) w Zz�<�zo}° ¢ o w 0 z m U Z Z Y Z d w m Z K c?�0mo 0o °oa Fn w Lu%' W 0 uz) U7X0 p W u)o a o z w p m 0 0- Q p Z~ J p>- zp <cwnwZOz> QWOQ °�<zoa a=°wmZ °QO- LL�Zw�HUCncn�wj U?pmF -WZW,z c°i� w�= H U U Z O0 p �,>w O w 0 = x z¢ � O= (n =mE -Qw Ocnwx�Z w aQOC] zp =UCnw=W�� �zF -x >p�O F- ¢¢ O d w¢ w z oQOOZWU)maD pcocwn�C�:5zzO'W m m o w z J Z Q m ¢ cr .j,w0 0- >l- W w00wZ¢0?'w fxH0a-F_000m¢2 ��Ls Q v' `Z ELI W I � `c) ,LA U _ Z 0 co rn u) ca c0 W Z O O N Q > Lu U U 0 cl) (1) Q LL W Cr) Z_ Q w m N W c0 06 W m ce) Z (L) o ry o U) N WZ N M W r N O LL O 0 N r L /G\NEER * b� 2 vii M W � > U �o O� pfd U y 0�d,�5 1321 # SAP fC� \ 2 \� \ ml \ d II Jm �CL L`L' D °COO CTS Ln� +� +� 00 _j O+ 000 (00 0� '' _ I gym. �/ \ \ \ I I I�-.J F- U O U W C14 Cn � � °° N (0 0°0 0 Ln + 00 00 LJi i OO ti : oO l� 0) OmO 0) CD Ln � N - j / O� F-U Jm 0W --cD o+ tDOO +m r7 nJ NJ + +0 M �0j ' 0wI z 0 �ZK JJ JQIoU ��O COQ. +00 00 LL- DOLL.' 3 00 LL- OWI Cy) 0) NJ \�L.�I N(0 0 WI x N00 ° (0Ji 0 oz O U� d) W 00 0 i� + 04 000 IJi O) ti 3 N J 10, C:) O o Q . Q; Ln + + �N rjr �� 00� �� LNJI �. 5 19' 8 30 10' �o r E JD + + M � � w , s/ 19' S o+ rn Lo L0 �ODEN p 5� � \ ��\ d�Nl �+ 0`t �_j +I od' +� SEE SHEET VE N w " O Ln r0 ,11 J �rj LO -W 9 O 0 U 0 F- 0 W N U-) o� �_ °� w< w w Lo _1; CONSTRUCT MIN. 0.30' TYPE "A" A.C. PAVING OVER > W > MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GIRD. HORIZONTAL: 1 " =50' 0/ COMPACTED TO 957 MAX. DENSITY VERTICAL: 1"=2' O TI =6.0 R =48 _ - 96.58' 113.13' 100' VERTICAL CURVE 129.02' - ON CURVE CROSS GUTTER ON CURVE ON CURVE ICON CURVE r7 M I I W Q U'a0 r7 (o UO IIF-r0 IIUO II�'0N II�'00 I I W, r` r\ o_ II U m I I F= tO I I r� co II rr ! Ln I I m' i 0 co lY c0 I I U 00 I I Lid ; N I I F- d I I U Ln > r m M N > CN �� 0 �-�m rn t� cD r.U' 00 w o0 m o0 CN . �Z 00 2 �m U .� N N O ..0 { N �> U r7 U r0 ��m N �. O �� N �m m r0 r0 r i W M F- m r0 r0 J �' Lf ) F- F- ry W W r7 m F- \ N F- N N !- F- N J w J J m Ln C1i J Lo I I Ln Ln F- J N r0 to 0_ �' N F- N N �. N h - m N LO I r7 J �' J Lf) J LL-L Lc) J Lr) In tf7 L() -J a - I U Ir7 I7 Ln F- N� W l u) 0' m U L r7 LO LCD Ln Ln m i,,) u_) J r0 0_ r0 r�i r7 Cp r0 U M - r0 U Mi r0 W J O W v / O! I O «� J, r7 r7 r0 - r7 w r7 r7 rr� _ U r0 M r7 c0 W a o U O cD o o o II IIO I OU to In OWflt� OZ OU JJ Or` DUI OW O J II oZ oW! �I + UU OQ OJ OJ JJOm. I °� W w O OJ! J Q J' UItLW I NO p O F- L0 M r J r7 Qj Q O J LL. li Qj r` 0 00 U ic) L li O O O } O >> + � O) (� 0 O O. n 0)Q r . z NU. OU''wa - -M' Oln NN N NU NZ ° O a� CA `iQ,• )I�a Ni00j I I. --� 356 J Li N J ¢ W �_i00 O W `�� . . . . . . . . . . . . . ` . min W .�Li.l `. . . . . . . 0 . J . 'q: I a Q + . .I . 00 + 0 W � Z 356 ....L,....... �...N a .�........... � ............... Lr, � �- � °� � z � +. I °� (0 ' r7 CO r7 Z 0 00 + r DO N pr) J Ly 00 (0 Cn (0 - O N N� (p(pl ��,. Ln.+ N0 Oco ON . 00 LL. � __ �_m - - I I 0 � O� �� +� �+ + I NN Nm O +I �� �O �N Nm iCN 001' +� G . Lo + -q- + M + ' 00 + r7 .Ln' `� c0; (° . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - - - _ + m . + LL . I . In �t Ln rn . Ln I : °+' T. j . L + 00 . . + + . . + + . EX /STHV6 CROfJNO RROFIL E _ - - - `�' CN ! N N N N Q \\ :+� �LO r Ln : r+j�i CN-1 0 000J� 0000 000 AT CENTERLINE - - - °'rn; �'Oi 0'LJ I z LO �%J �� Li ao oo -- - - - - - -- - - - -- - - -- - -- J J 354 Q �J I �l : ALL. _ - - --- J - - - - - -- -. - -- : : : : .�1. .� V/ 354 . ...................... ...... .. I - _ - - - -- --- -_T ........... -- �- _ . ---- •-- -- - - -- - -,- - -- - - -- _ - - -- l: -ri o %� _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ : : : : : : : : ....... . . . . . . . . . . . . . . . . . _ _ y .� 50 0 . . . 257. _ o - . +0.307: r+. 0.247 0 _o.s:...:................352 +0.257 +.0.287 +.0,30 �' 3 % DESIGN FLOWLINE PROFILE N 35 .............- 0.25�..:...: ....................................................... ............................... . . . . . . . . . . . . . +.0.397 x_0.257 156 +00 155 +00 154 +00 153 +00 152 +00 86 +00 87 +00 88 +00 89 +00 90 +00 91+00 92 +00 93 +00 94 +00 95 +00 SOUTH FLOWLINE PROFILE (CAMPUS PARK DRIVE) CROSS - GUTTER y WEST FLOWLINE PROFILE (WINDERMERE STREET) ONCU VE I� 134.16' VE �'� 39.54 40.97 O N I I W f 11 I_-- -� If -- p II m � IIU II 1 1 W I (R I I U I r0 I I F- c0 ON ON 11000 1 1 0 r0 11 U m 11 co d i� I► 1 Ln I I U l m I I F- 00 I I U rn 1 �-.Q_ 00 _� 100 t- (0 ..0 00 U U r �� I O o �z �`m I\.-.a ° ^ CURVE CURVE ^�' co ^� I Sao I c� •� r- 0 �c� ; N �m c7 i� r•m I N �r = F= C 4 F- N F--: N N F m cv I 1 F� LO m rrj F- \I rri o N \� Ln r0 0' O_ r7 m Ln Ln U , t') I M r0 U M cu F- J N F- N F- N II U' 00 t\ LO d' F- n N F- m CV F- O F- N � F-� F- O w LO u J F- LC) Ln tC) 4 lY � J LLB J' Lo J W LC) i�r (` Lfi O U U J Ln L O N O' m: u L(i O' L0 J W M + r0 r0 r0 r0 I W I J �.r ! r7 U r0 r7 U r0 U M_ U U W O CD 0 if if = M Oa MOU M JD' N r0 �' F- N CNO M CN0 pw N pU II II OW' °W N OZ OW a), Lo oz OJ OJ JJ o,r, I I o0 a OUi Ow OZ U LO LO Ln _j W, 0000 ,r)0 0^ LO of _j _j °� 00 N7 O F- ; J Q M r7 r7 U i r7 O r7 LL. W m° Q 0 J r7 U U Li lL 0-) 0 I Qi N M )Z' NU °�I w 11 If w OLD Lo �(+D ' C J0) N� 04w =4 `` . . . . . . . . . . . . . . . . . . �Q � °I0� . . . . . I . . . .I. . . . . . . . . . . . . . . . . 356 z O Lo _+ Ll7 N N O-` W N 0 O �L� I. 356 . -- --Q . ..�° ...Ui �{ . . . . . �) . . . . . . . . . O•. . �IOwO. . . . . M N . 1 Z� C4 LO : t� �• Lt) v m W J o + r- ,1� Z �Y + r�3 + a� j M : (D : 00--d- : a) , � CON " - _ I I 0 a CV r0 I `i0 O N O + LC) 00 I� p � `� '� tJi O L0 00 O Op O 0 J LL 00 00 h 00 (� 00 O O + - - I �t L0 CO S0 Pd - J o + N C> � �h , � L `) ' L(� W O J DO (0 rO J J N r0 � � . . . . . . . . . . . . . . . . . . . . . 0 . . I . + + � . + . ..F . + LL + DO ' + Fi . + LL +'+ + + EXISTING Gf?OUNQ PROFILE - N + yN + N (+N' ` . Ln N U) z 0 Q w D w LL [if w a- w 0 Z�m `\ >a- / w F- W a o 0- LL /G\NEER * b� 2 vii M W � > U �o O� pfd U y 0�d,�5 1321 # SAP fC� \ 2 \� \ ml \ d II Jm �CL L`L' D °COO CTS Ln� +� +� 00 _j O+ 000 (00 0� '' _ I gym. �/ \ \ \ I I I�-.J F- U O U W C14 Cn � � °° N (0 0°0 0 Ln + 00 00 LJi i OO ti : oO l� 0) OmO 0) CD Ln � N - j / O� F-U Jm 0W --cD o+ tDOO +m r7 nJ NJ + +0 M �0j ' 0wI z 0 �ZK JJ JQIoU ��O COQ. +00 00 LL- DOLL.' 3 00 LL- OWI Cy) 0) NJ \�L.�I N(0 0 WI x N00 ° (0Ji 0 oz O U� d) W 00 0 i� + 04 000 IJi O) ti 3 N J 10, C:) O o Q . Q; Ln + + �N rjr �� 00� �� LNJI �. 5 19' 8 30 10' �o r E JD + + M � � w , s/ 19' S o+ rn Lo L0 �ODEN p 5� � \ ��\ d�Nl �+ 0`t �_j +I od' +� SEE SHEET VE N w " O Ln r0 ,11 J �rj LO -W 9 O 0 U 0 F- 0 W N U-) o� �_ °� w< w w Lo _1; CONSTRUCT MIN. 0.30' TYPE "A" A.C. PAVING OVER > W > MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GIRD. HORIZONTAL: 1 " =50' 0/ COMPACTED TO 957 MAX. DENSITY VERTICAL: 1"=2' O TI =6.0 R =48 _ - 96.58' 113.13' 100' VERTICAL CURVE 129.02' - ON CURVE CROSS GUTTER ON CURVE ON CURVE ICON CURVE r7 M I I W Q U'a0 r7 (o UO IIF-r0 IIUO II�'0N II�'00 I I W, r` r\ o_ II U m I I F= tO I I r� co II rr ! Ln I I m' i 0 co lY c0 I I U 00 I I Lid ; N I I F- d I I U Ln > r m M N > CN �� 0 �-�m rn t� cD r.U' 00 w o0 m o0 CN . �Z 00 2 �m U .� N N O ..0 { N �> U r7 U r0 ��m N �. O �� N �m m r0 r0 r i W M F- m r0 r0 J �' Lf ) F- F- ry W W r7 m F- \ N F- N N !- F- N J w J J m Ln C1i J Lo I I Ln Ln F- J N r0 to 0_ �' N F- N N �. N h - m N LO I r7 J �' J Lf) J LL-L Lc) J Lr) In tf7 L() -J a - I U Ir7 I7 Ln F- N� W l u) 0' m U L r7 LO LCD Ln Ln m i,,) u_) J r0 0_ r0 r�i r7 Cp r0 U M - r0 U Mi r0 W J O W v / O! I O «� J, r7 r7 r0 - r7 w r7 r7 rr� _ U r0 M r7 c0 W a o U O cD o o o II IIO I OU to In OWflt� OZ OU JJ Or` DUI OW O J II oZ oW! �I + UU OQ OJ OJ JJOm. I °� W w O OJ! J Q J' UItLW I NO p O F- L0 M r J r7 Qj Q O J LL. li Qj r` 0 00 U ic) L li O O O } O >> + � O) (� 0 O O. n 0)Q r . z NU. OU''wa - -M' Oln NN N NU NZ ° O a� CA `iQ,• )I�a Ni00j I I. --� 356 J Li N J ¢ W �_i00 O W `�� . . . . . . . . . . . . . ` . min W .�Li.l `. . . . . . . 0 . J . 'q: I a Q + . .I . 00 + 0 W � Z 356 ....L,....... �...N a .�........... � ............... Lr, � �- � °� � z � +. I °� (0 ' r7 CO r7 Z 0 00 + r DO N pr) J Ly 00 (0 Cn (0 - O N N� (p(pl ��,. Ln.+ N0 Oco ON . 00 LL. � __ �_m - - I I 0 � O� �� +� �+ + I NN Nm O +I �� �O �N Nm iCN 001' +� G . Lo + -q- + M + ' 00 + r7 .Ln' `� c0; (° . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - - - _ + m . + LL . I . In �t Ln rn . Ln I : °+' T. j . L + 00 . . + + . . + + . EX /STHV6 CROfJNO RROFIL E _ - - - `�' CN ! N N N N Q \\ :+� �LO r Ln : r+j�i CN-1 0 000J� 0000 000 AT CENTERLINE - - - °'rn; �'Oi 0'LJ I z LO �%J �� Li ao oo -- - - - - - -- - - - -- - - -- - -- J J 354 Q �J I �l : ALL. _ - - --- J - - - - - -- -. - -- : : : : .�1. .� V/ 354 . ...................... ...... .. I - _ - - - -- --- -_T ........... -- �- _ . ---- •-- -- - - -- - -,- - -- - - -- _ - - -- l: -ri o %� _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ : : : : : : : : ....... . . . . . . . . . . . . . . . . . _ _ y .� 50 0 . . . 257. _ o - . +0.307: r+. 0.247 0 _o.s:...:................352 +0.257 +.0.287 +.0,30 �' 3 % DESIGN FLOWLINE PROFILE N 35 .............- 0.25�..:...: ....................................................... ............................... . . . . . . . . . . . . . +.0.397 x_0.257 156 +00 155 +00 154 +00 153 +00 152 +00 86 +00 87 +00 88 +00 89 +00 90 +00 91+00 92 +00 93 +00 94 +00 95 +00 SOUTH FLOWLINE PROFILE (CAMPUS PARK DRIVE) CROSS - GUTTER y WEST FLOWLINE PROFILE (WINDERMERE STREET) ONCU VE I� 134.16' VE �'� 39.54 40.97 O N I I W f 11 I_-- -� If -- p II m � IIU II 1 1 W I (R I I U I r0 I I F- c0 ON ON 11000 1 1 0 r0 11 U m 11 co d i� I► 1 Ln I I U l m I I F- 00 I I U rn 1 �-.Q_ 00 _� 100 t- (0 ..0 00 U U r �� I O o �z �`m I\.-.a ° ^ CURVE CURVE ^�' co ^� I Sao I c� •� r- 0 �c� ; N �m c7 i� r•m I N �r = F= C 4 F- N F--: N N F m cv I 1 F� LO m rrj F- \I rri o N \� Ln r0 0' O_ r7 m Ln Ln U , t') I M r0 U M cu F- J N F- N F- N II U' 00 t\ LO d' F- n N F- m CV F- O F- N � F-� F- O w LO u J F- LC) Ln tC) 4 lY � J LLB J' Lo J W LC) i�r (` Lfi O U U J Ln L O N O' m: u L(i O' L0 J W M + r0 r0 r0 r0 I W I J �.r ! r7 U r0 r7 U r0 U M_ U U W O CD 0 if if = M Oa MOU M JD' N r0 �' F- N CNO M CN0 pw N pU II II OW' °W N OZ OW a), Lo oz OJ OJ JJ o,r, I I o0 a OUi Ow OZ U LO LO Ln _j W, 0000 ,r)0 0^ LO of _j _j °� 00 N7 O F- ; J Q M r7 r7 U i r7 O r7 LL. W m° Q 0 J r7 U U Li lL 0-) 0 I Qi N M )Z' NU °�I w 11 If w OLD Lo �(+D ' C J0) N� 04w =4 `` . . . . . . . . . . . . . . . . . . �Q � °I0� . . . . . I . . . .I. . . . . . . . . . . . . . . . . 356 z O Lo _+ Ll7 N N O-` W N 0 O �L� I. 356 . -- --Q . ..�° ...Ui �{ . . . . . �) . . . . . . . . . O•. . �IOwO. . . . . M N . 1 Z� C4 LO : t� �• Lt) v m W J o + r- ,1� Z �Y + r�3 + a� j M : (D : 00--d- : a) , � CON " - _ I I 0 a CV r0 I `i0 O N O + LC) 00 I� p � `� '� tJi O L0 00 O Op O 0 J LL 00 00 h 00 (� 00 O O + - - I �t L0 CO S0 Pd - J o + N C> � �h , � L `) ' L(� W O J DO (0 rO J J N r0 � � . . . . . . . . . . . . . . . . . . . . . 0 . . I . + + � . + . ..F . + LL + DO ' + Fi . + LL +'+ + + EXISTING Gf?OUNQ PROFILE - N + yN + N (+N' ` . Ln N U) z 0 w + . . . . . . + . . + . . In C0 c0 LD t� 00 00 00' AO 00 N N J p� d d .rn N J ao 00 00 m 0000 A T 'CENTERL'INE - _ -_ - O o, 0 0, O w rn I { �u . ,r,, LO LO ro� : : �� : : : : : : - ��' - - -- - - - - -- - - -� - -� ------ :--=--=-- :------ =,I - -: : : : : �{ �� : : : : ...:354 a DATE 12/30/2014 "' 1 354:.. :... :...:...:... :...:...:.. J - - - - - - - -_ .� -. - .:. - - . :... _ :...:...:.... �.., I _ PA JOB No. 13 -2750H . Li.. . . - -- - - -- - - - -- ------ - -• - -- -- -� - -.- - -- 10033' ON CURVE (BETWEEN DIFFERENT STATIONING)- I 0:529' SHEET +0.�2% I - SEE CURVE 1 DATA: ABOVE. : : : : : : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ -0.251 y r..� 9 . .� ............................ p51of.......... ......- - : : : +0.2�% o .................. . DESI FL 0 PR E - 0.257. 352 -0.257 =0.257 _ + 0.60% : : : . . . . . . . . . . . ',; GN {tiLhl/ + 352 .............................................. ..:............................ ..............25q:..J .... +0.207..................... 156 +00 155 +00 154 +00 153 +00 152 +00 86 +00 -0.647 7 +00 88 +00 89 +00 90 +00 91 +00 92 +00 93 +00 94 +00 95 +00 0 = EAST FLOWLINE PROFILE (WINDERMERE STREET) E _ I ?-1k OF 21 SHEETS PARK DRIVE NORTH FLOWLINE PROFILE (CAMPUS ) CONSTRUCTION NOTES RADIUS LENGTH I DELTA - CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. 11 CONSTRUCT 5.5' WIDE COMBINATION SIDEWALK PER C.O.B. STD. DWG. ST -3. M2 CONSTRUCT 5' WIDE STANDARD TYPE SIDEWALK PER STD. DWG. ST -3. FL FLOWLINE STATION 132.45' O CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STANDARD PLAN A88A CASE "A ". (LS) PROPOSED LANDSCAPED AREA (BEHIND CURB & GUTTER) SEE LANDSCAPE PLANS r 1 1 I r I ! fill FUTURE TRACT 7N 45 C Y (SEE TYPICAL WHEELCHAIR RAMP DETAIL ON SHEET 3) I BY OTHERS. 1521.00' ® CONSTRUCT 12' WIDE CROSS- GUTTER PER C.O.B. STD. DWG. S -35. (CONTRACTOR SHALL COMPACT AREA mom, I I 599.11' UNDER CROSS- GUTTERS AND A MINIMUM OF 1' EITHER SIDE TO 95% MAX. DENSITY, TO A DEPTH OF 1') ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, 05 CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. N0. D -14 ETC. TO FINISHED GRADE PER CITY STANDARDS. u © PROPOSED ROUNDABOUT (SEE SHEETS 18 -21 FOR DETAILS AND DIMENSIONS) ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. E7 PROPOSED 4' WIDE DECOMPOSED GRANITE PATH (SEE SHEET 3 FOR DETAILS) co C9 1591.64' ® PROPOSED 8' WIDE CONCRETE MULTI -USE TRAIL (SEE SHEET 3 FOR DETAILS) �- INSTALL HOLOPHANE "GRANVILLE" PREMIER LED LUNAR (5 LED -4K 60W F- 16'15'53" �N ARRAY) WITH 12 FT. HAMILTON ALUMINUM POLE OR EQUIVALENT AS ® PROPOSED 6 "W' CONCRETE MOW CURB (SEE SHEET 3 FOR DETAILS) 70.88' APPROVED BY CITY ENGINEER. OQ Oz o¢ 10 CONSTRUCT TYPE 'M' MEDIAN CURB PER C.O.B. STD. DWG. NO. ST -18 (SEE SHEETS 15 -17 FOR DETAILS -C> INSTALL HOLOPHANE "GRANVILLE" PREMIER LED LUNAR (5 LED -4K 80W r` M ) N AND DIMENSIONS) W ARRAY) WITH 14 FT. HAMILTON ALUMINUM POLE OR EQUIVALENT AS +'n n Lo 350.91' APPROVED BY CITY ENGINEER. r, (ri m is ti ?W� J= I _ 61 co Liu JI J r r J J ! J J W I�z I �'T-I oQ O< Mo IL0 OL to + Lo co Ili J L_. 11 L,..I I Z _j I OU OF- Q CVO ~N II~ IIF- v� J O •� Lj �� ^o Z Irk o OOI JJ JW I- Z F_: m (�j 0 _j J m W J °+ FUTURE TRACT I o J o + 0 T � rn O I- (Br S AT 7245 ��) �wI ., +, ' SEPARATE S J !J J, PLAN `°o i r°o ° -- `�- 0 l / rr rJ L fir+ +� ((D6 (ate r I I I ++ +T +(.0 ar- 1 1 11 I C)C) O o w l 3 + co co J (o o rr Ir PROPOSEDiR /W & BACK I i I w L-. tD OF WALK f I I I I I I I r I I I I __ 15 159 +06,32 EC M 5 27'44 "E r CURVE RADIUS LENGTH I DELTA - r it $ rll ! 2313.00' 491.29' 5 246.57' C2 r r 1 132.45' 87'13'50" 82.89' C3 89.00' r 1 1 I r I ! fill FUTURE TRACT 7N 45 C Y � I I I I 1521.00' 25.89' SEPARATE mom, I I 599.11' 22'41'16" PLANS) I i I 0'22'36" 5.00' C7 u � , 25.25' C8 25.00' 39.96' 91'35'01" co C9 1591.64' 270.26' °o W F- I",D_ F- C6! Z F- 16'15'53" �N �W i­W �U;Z 119.72' 77'04'18" 70.88' (V00; OQ Oz o¢ OUI0- 10 Op0 m C13 M ai CO +' OBI r` M ) N of C14- W N 2350.00' +'n n Lo 350.91' C15 r, (ri 808.57' (r LJi O + (D � O (Op O ° Lo 00 O 01'59'53" 27.03' 0 p�' +�iF7 Co +Zo w �LLI3 cn_j Il w!o I LN C _� 11 F-0 111 -fo NU-) 1z; III r-,Q,_ N rim N -j I (M JO In J� ((7J� V)Jm V)� Jm OU1 bLo pZ �pZ 00 II p0 OF- 00 C) OQ OJI _jJ OF- 355 .. N� NFU N� NU �(L N+ CD -cx N M O -M - C7� - O + - -- -:- -- - - - - - p0 -:- fir) CN (D O+ : C W + o ......................... ........I................... ++P . +1D..+co .+ c0� Op 0-. 0- O u- 353' J (� (� (� u- : (� ................... ..............................U- ...: - _]... : DESIGN FL 092 /VE PRORf 0'! 25% 351 ........................................ - o. ?s %....... -o. 157 +00 158 +00 159 +00 160 +00 F- J � I 2 O Q 355...E Do 6'L0 In.+ L T J 353 :...:`� O CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -13. O EXISTING SURVEY MONUMENT - PROTECT IN PLACE. O SEWER MANHOLE © SEWER CLEANOUT OO STORM DRAIN MANHOLE -- RIGHT -OF -WAY SEWER STORM DRAIN EXISTING EDGE OF PAVEMENT ARK SQUARE DRIVE P SEE SHEET 8 ' � 1 1 ' 1 � 1 1 IIU IIU IIF-I IIU '`m z�'---cn j J� J�1w J J JF- --- - - --'- U a-_ U a_ I 1 OW 0010 OZ pW' �_- 0 0 o O I =_ -- - - - - -- rn (p0 M U Lu rn¢ ri I 1 _ �-- N N ONO MZ I 1 1 `vNn I � I 1 -- - - - - -- O +I DODO r- (V T (o M �o ° O� M� , T 24 ci c6 C` �L +� �� 3 ++ 1 UTURE TRAE P�ANS� (� (o co co I F C ,� SEP AR A \ J ' LL r 1 r- I I II 1 \\ / 1 I ') ( LL I 1 I I ii I PROPOSED R,W & BACK 11 I , OF WALK 11 / O I I I - C2 C3 i i 1 C5 w (LS) 513A8 (LS 1 A 61 6 f �� JI- 0 162 C4 5 165_ �- 10 6 164_ t- 161 +34.86 161 +RR a, - - 4-- U 5 51 �- 3A9 (LS) _ LS C, \ \ \ \ \ \ \ I \ \ \ CURVE TABLE CURVE RADIUS LENGTH I DELTA TANGENT C1 2313.00' 491.29' 12'10'12" 246.57' C2 87.00' 132.45' 87'13'50" 82.89' C3 89.00' 128.30' 8235'45" 78.18' C4 1521.00' 25.89' 0'58'31" 12.95' C5 1513.00' 599.11' 22'41'16" 303.53' C6 1521.00' 10.00' 0'22'36" 5.00' C7 25.00' 39.52' 90'34'31" 25.25' C8 25.00' 39.96' 91'35'01" 25.70' C9 1591.64' 270.26' 9'43'44" 135.45' C10 1579.00' 448.23' 16'15'53" 225.63' C11 89.00' 119.72' 77'04'18" : DESIGN FL 092 /VE PRORf 0'! 25% 351 ........................................ - o. ?s %....... -o. 157 +00 158 +00 159 +00 160 +00 F- J � I 2 O Q 355...E Do 6'L0 In.+ L T J 353 :...:`� O CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -13. O EXISTING SURVEY MONUMENT - PROTECT IN PLACE. O SEWER MANHOLE © SEWER CLEANOUT OO STORM DRAIN MANHOLE -- RIGHT -OF -WAY SEWER STORM DRAIN EXISTING EDGE OF PAVEMENT ARK SQUARE DRIVE P SEE SHEET 8 ' � 1 1 ' 1 � 1 1 IIU IIU IIF-I IIU '`m z�'---cn j J� J�1w J J JF- --- - - --'- U a-_ U a_ I 1 OW 0010 OZ pW' �_- 0 0 o O I =_ -- - - - - -- rn (p0 M U Lu rn¢ ri I 1 _ �-- N N ONO MZ I 1 1 `vNn I � I 1 -- - - - - -- O +I DODO r- (V T (o M �o ° O� M� , T 24 ci c6 C` �L +� �� 3 ++ 1 UTURE TRAE P�ANS� (� (o co co I F C ,� SEP AR A \ J ' LL r 1 r- I I II 1 \\ / 1 I ') ( LL I 1 I I ii I PROPOSED R,W & BACK 11 I , OF WALK 11 / O I I I - C2 C3 i i 1 C5 w (LS) 513A8 (LS 1 A 61 6 f �� JI- 0 162 C4 5 165_ �- 10 6 164_ t- 161 +34.86 161 +RR a, - - 4-- U 5 51 �- 3A9 (LS) _ LS C, \ \ \ \ \ \ \ I \ \ \ CURVE TABLE CURVE RADIUS LENGTH I DELTA TANGENT C1 2313.00' 491.29' 12'10'12" 246.57' C2 87.00' 132.45' 87'13'50" 82.89' C3 89.00' 128.30' 8235'45" 78.18' C4 1521.00' 25.89' 0'58'31" 12.95' C5 1513.00' 599.11' 22'41'16" 303.53' C6 O CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -13. O EXISTING SURVEY MONUMENT - PROTECT IN PLACE. O SEWER MANHOLE © SEWER CLEANOUT OO STORM DRAIN MANHOLE -- RIGHT -OF -WAY SEWER STORM DRAIN EXISTING EDGE OF PAVEMENT ARK SQUARE DRIVE P SEE SHEET 8 ' � 1 1 ' 1 � 1 1 IIU IIU IIF-I IIU '`m z�'---cn j J� J�1w J J JF- --- - - --'- U a-_ U a_ I 1 OW 0010 OZ pW' �_- 0 0 o O I =_ -- - - - - -- rn (p0 M U Lu rn¢ ri I 1 _ �-- N N ONO MZ I 1 1 `vNn I � I 1 -- - - - - -- O +I DODO r- (V T (o M �o ° O� M� , T 24 ci c6 C` �L +� �� 3 ++ 1 UTURE TRAE P�ANS� (� (o co co I F C ,� SEP AR A \ J ' LL r 1 r- I I II 1 \\ / 1 I ') ( LL I 1 I I ii I PROPOSED R,W & BACK 11 I , OF WALK 11 / O I I I - C2 C3 i i 1 C5 w (LS) 513A8 (LS 1 A 61 6 f �� JI- 0 162 C4 5 165_ �- 10 6 164_ t- 161 +34.86 161 +RR a, - - 4-- U 5 51 �- 3A9 (LS) _ LS C, \ \ \ \ \ \ \ I \ \ \ CURVE TABLE CURVE RADIUS LENGTH I DELTA TANGENT C1 2313.00' 491.29' 12'10'12" 246.57' C2 87.00' 132.45' 87'13'50" 82.89' C3 89.00' 128.30' 8235'45" 78.18' C4 1521.00' 25.89' 0'58'31" 12.95' C5 1513.00' 599.11' 22'41'16" 303.53' C6 1521.00' 10.00' 0'22'36" 5.00' C7 25.00' 39.52' 90'34'31" 25.25' C8 25.00' 39.96' 91'35'01" 25.70' C9 1591.64' 270.26' 9'43'44" 135.45' C10 1579.00' 448.23' 16'15'53" 225.63' C11 89.00' 119.72' 77'04'18" 70.88' C12 89.00' 122.58' 78'54'42" 73.25' C13 2379.00' 605.35' 14'34'45" 304.32' C14 2350.00' 696.68' 16'59'09" 350.91' C15 1550.00' 808.57' 29'53'20" 413.71' C16 1550.00' 54.05' 01'59'53" 27.03' \ \ \ +++ to co o J 11� F- I. 'W U F- CN d Ln rn O O) J r- O �w C) + O J (y I I /51 Ng,9 1� a 10 NosE as REM \ m \ \ \ 00 00 U \ d: w \ M \ N \. o .= + I� O o_ °aU0 w0<n O� J Iw- a Z w ° Q cwnmwuwiww¢ =o O.HI}iz2 w=¢ z 1 0 w m 0 co >F ZLLILu -Z (1-0- Q -7� w=ow =w vi( w > <LL z H U F- �~ Q� W t- i- O O °- oe IL 2 Q 0 0 Oz W O S2 QO a OQ WF I=-=z zz�c�o O �_ z m w � Cn W Y°(JCn QzU zz�aazz0� W W z�OCJZ =Cn Ow' ¢w' E 002m 0 0 Q J`��z> w¢ H O O < E < F o 6 o x C1_ U d U)~- z° a O a Z j o U =�wF -zO¢00 LLzzm�azZZU aw o > ¢ 0 w° � � 0 VJw�2ZQUz0Lo z I O w 0 a a F c') V j ',ON STRU CTI ON NOTES _1� CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. 21 CONSTRUCT 5' WIDE STANDARD TYPE SIDEWALK PER STD. DWG. ST -3. ai CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STANDARD PLAN A88A CASE "A ". (SEE TYPICAL WHEELCHAIR RAMP DETAIL ON SHEET 3) CONSTRUCT 12' WIDE CROSS- GUTTER PER C.O.B. STD. DWG. S -35. (CONTRACTOR SHALL COMPACT AREA UNDER CROSS- GUTTERS AND A MINIMUM OF 1' EITHER SIDE TO 95% MAX. DENSITY, TO A DEPTH OF 1') 51 CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. NO. D -14 67 PROPOSED ROUNDABOUT (SEE SHEETS 18 -21 FOR DETAILS AND DIMENSIONS) 77 PROPOSED 4' WIDE DECOMPOSED GRANITE PATH (SEE SHEET 3 FOR DETAILS) 1 PROPOSED 8' WIDE CONCRETE MULTI -USE TRAIL (SEE SHEET 3 FOR DETAILS) 7 PROPOSED 6 "x6" CONCRETE MOW CURB (SEE SHEET 3 FOR DETAILS) CONSTRUCT TYPE 'M' MEDIAN CURB PER C.O.B. STD. DWG. NO. ST -18 (SEE SHEETS 15 -17 FOR DETAILS 10 AND DIMENSIONS) TEMPORARY SUMP SUMP BOTTOM = 351.6 SUMP HIGH WATER = 353.1 VOLUME PROVIDED = 0.14 AC -FT VOLUME REQ'D = 0.06 AC- FT' /�d kp J IIN Z J m o j O 0:� r7 K) - 0) Z O W +m 0 t Ln n J L- 11-1 %1 U F_: m J rn O O N CAL r` � J oLL. N (0 rl S QPSYN \ 1 C1 1 i V) .01 Z / W W O o' z 00 C 7 O W r,:m N 0) .._.O O (D to I ;� o� O U m CD N 00 00 o rn� O° +� O J i- LL_ 11 CONSTRUCT 5.5' WIDE COMBINATION SIDEWALK PER C.O.B. STD. DWG. ST -3. FL FLOWLINE STATION (LS) PROPOSED LANDSCAPED AREA (BEHIND CURB & GUTTER) SEE LANDSCAPE PLANS BY OTHERS. ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC, TO FINISHED GRADE PER CITY STANDARDS. ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. -a INSTALL HOLOPHANE "GRANVILLE" PREMIER LED LUNAR (5 LED -4K 60W ARRAY) WITH 12 FT. HAMILTON ALUMINUM POLE OR EQUIVALENT AS APPROVED BY CITY ENGINEER. --C> INSTALL HOLOPHANE "GRANVILLE" PREMIER LED LUNAR (5 LED -4K 8OW ARRAY) WITH 14 FT. HAMILTON ALUMINUM POLE OR EQUIVALENT AS APPROVED BY CITY ENGINEER. 051 J 00 0 00 r7 (0 + \ 0) J ` L61i- m + (L /S) li 00 cp + o° +'� TH ♦ (L /S) II U c a- O CD L, _ + �r r- LL�i J U 0 1i 1 O 0.) 0;1 00 d= � + 'J 00 L� n IIU II 11 U Of ^r•- Z w O _ - N 00 cp + o° +'� TH ♦ (L /S) II U c a- O CD L, _ + �r r- LL�i J U 0 1i 1 O 0.) 0;1 00 d= � + 'J 00 L� n IIU IINU 11 __lLj ^r•- Z w m JO _ - J M o� -C) L5 O 00) ' I LLI O F- t- 04012 O N O m o LL- 0010 0i � LIB 0)J 0i LL_ (7 0 0 c)+n O + +00,\ + 00 00 tom 3. 0) Q Q �-J N ;- N �I Mr N l -, Nr NLV` r7 r7 P m :o O O. CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -13. 0 EXISTING SURVEY MONUMENT - PROTECT IN PLACE. Qs SEWER MANHOLE © SEWER CLEANOUT STORM DRAIN MANHOLE -- RIGHT -OF -WAY SEWER STORM DRAIN EXISTING EDGE OF PAVEMENT III I IIMU III II F-' I III-I I III! III I III' II~' II F- I III 1 10 ^ ^`- W JWI J JW. Jm J W F F- t- J00 O m m W J J I J J J N � �i ( (7 0 0 0 O O O J O O O O� O .- Z Q Q N ;- N J W ° Mr N NN N± N Nr NLV` r7 r7 P Pe) LO N1� 00 0 o� `. �� ._.►� . L004 E EMI O-i O OU L0+ OMO L 04 00 L L0 0) J 0 0) - O 0 C) O O± O L Ln LC)� LnN � ��: �� � �{) LC) + PO w 0) r, N N 00 M M 00 . d- n n 00 tX) 0 0D + + 00 + 00 + + + + + 0) + I 0000 U- C I + J + r7 J r7 J d 00 J r-- u- t\Li . C FUTURE PARK SITE i ( (BY SEPARATE PLANS) 7 7 7 9 [] N LSco N p0 1 C C5 C C5 51392 1 1 $ N C5 8 8 1 N N 5 °' 8 81 - - � �- Q - - + ° S49- 31'25 - 5 1 ON 1 � �n N No 51,393 �- � r 1 1 cr_m Of O o d Ow pw OV O W N� N _ 00 �� O -t r7 O 0 Ln 0+ + +i0 LC) 00 r 00 L0 0) LO +r +� +�r7 r-Li l r- IJi r- 3: "v 2 FUTURE TRACT 7209 (BY SEPARATE PLANS) NOTE: USE EXTREME CAUTION IN THIS AREA, THERE EXISTS A 34" HIGH PRESSURE GAS MAIN. CONTACT PG &E PRIOR TO ANY CONSTRUCTION WITHIN THIS AREA. WINDERMERE STREET (L /S) 51391 o ° O 0 O U m N LO r- + N Ln ,4- 00 00 � WINDERMERE STREET SEE SHEET 5 1 i 1 1 % ' (L /S) (L /S) `\ C6 1 1 8 I 85 +53.58 WINDERMERE 6 1 (SOUTH) i C6 I / I I I 1 i _ _ 1 1 1 I CAMPUS PARK DRIVE SEE SHEET 5 CURVE TABLE CURVE RADIUS LENGTH DELTA TANGENT C1 75.00' 114.16' 87'12'45" 71.44' C2 70.00' 54.20' 44'21'37" 28.54' C3 60.00' 52.05' 49'42'22" 27.79' C4 971.00' 61.25' 3'36'51" 30.63' C5 5.00' 7.85 90'00'00" 5.00' C6 74.00' 113.13 87'35'37" 70.96' C7 1000.00' 162.40' 9'18'17" 81.38' C8 1029.00' 63.35 3'31'39" 31.69' C9 89.00' 61.01' 39'16'41" 31.76' C10 70.00' 54.59' 44'40'54" 28.77' C11 89.00' 67.84' 43'40'29" 35.66' LO CONSTRUCT MIN. 0.30' TYPE "A" A.C. PAVING OVER MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GRID. COMPACTED TO 95% MAX. DENSITY /f 7.85' 7.85' TI =6.0 R =48 { 7.85' 7.85' 113.13' 114.16' -�i ON ON ON I ON ON CURVE _I ON CURVE j CURVE CURVE I CURVE CURVE HORIZONTAL: 1 " =50' III'° Il�im ter\ IIUd IIUo IIULn pcvoM II�N Ii�!N IIM1oM IIF-r7 IIF-(D IIF `N IIF-'Ln II�IaO Ln!� po'0 IIF-I0 II�-O I�� ° I�•�Ln I ^Uri UoNo 11 U) r .-mac) = U _ _ .-,L, I LO .. Ln ro ^U Ln Ln LO r.0 Ln Ln r7 .-.o_ Ln ..� I Lo I rn rn ^U a) o' � I w o ..m o� u o w VERTICAL: 1"=2' F- Z M F- m W ro F- CL F- F- r 5 F- '"'�� r7 M F' m M M Ki J W P J M J J J J Ln - m om ej n. J Ln J W Ln J J Ln J J M J W M J m PO J W to J LO J J � -L 00 In J LA LCi J O LC) O j In LC) J J J J N N7 J to J 0) r7 r7 0•d r7 00 r7 UO M mr7r7_ Oro M r7! 0r7_ MM_ OK) U,r7 0�_ U, - _: etn r7 II o �`�oUMoUM oZM oZ 0rn oW o °I� OOOI OW rr) O� 0c3I IC II O II II! p� OU!JJOZ OZI OZ OZ O� Obi OQ OQ, oQ OQ °�. O> O N Ln r ° n N °+ ° J LJi lJi ° O d. J Li L L Q Q i Q Q �F U U 0) 0) I� + 17 0 0 O) 0 0) 0) 0 U U m+ O) 0 0 O) + W m N± N N M r7 M LO N LO N� O � } + N N 00 N U 0' W N + W m N.0) �U , � W gip°) K) MGM �� �� ' X00 �� .�0 -0 _�� 00 Clcl ) Ln� O 09J 00 Zo O O� 00 Zo o� o� ON O(0 O J �� 0�0 0p U-)W LC) 0 I-J r7 �J! 0_L X00 �W a)0)I 0)J 0)� M � 0+ +` +I 6+ O� Lj �± �j+ �+ EMI LnL` Z O O to LL r m+ o) W d U) Ln d d 0) O 1 r a0 0o rn (.000 00 + 04 to 0 + O tf) + (fl t` t`I N oo r7 00 + + + + + d W + + ALL + +DO, + + +0) + + +Ji + J + r J J 00 M J r7 J +m r, 00 00t� rn rn rn� OJ 0) _j 355 r7 r J I� J 1- LL Li I oo LL oo Li oo ao 0o ao LL ao LL ao ao �1 �� ........... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 . .. . . . . /. �/. 355 ................:...:. o .:......... � �I • �" - - ,� - +0.64% -0.64% o- . . . . . . . . :...:.................� . . _ . o - - - - - =- - - -- r- -- - = - - -- -- -- _ FUTURE FtOWLINF PROF /LE - - - 20% +0 2590 -0.20 ° _ _ -- - : 89% -0.64% . . . . . . . . 0; - - -- ±0.25% _ _ . . . . 42% : `D.2590 . - - : ��. +0.25 %.ESIGN FLOW[1NE PROF/LE 959, 353 ...................... +0...... \� TEMPORARY SUMP /� : : : : : : : : : : : : : : : : : : : : : : : : : EXISTING GROUND PROF /LE : : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SUMP . BOTTOM -. . . . f . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4T CE/dTERLINE : �_ = - = - -� : : : :...:................ 351 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 351.... .. ............................... 74 +00 75 +00 76 +00 77 +00 78 +00 79 +00 80 +00 81 +00 82 +00 83 +00 84 +00 85 ±00 86+ WEST FLOWLINE PROFILE ! ON CURVE i Ci :� COD V) I Im I �� I I^I aUO i Ir:wl(OO %� �� L0Ln = -M n �i� W F- Z vi F- m F- CL i r� H- M 1- \ F- 00 rM F- Ln r7 r- Ln m I to ro af CO Lit Lo � N Q' Ln � Ln � 0_ _ � M + O 00� jL�J M o� r7 �NIN� N0p r`) . -C)Ld o� oUI�J 00 LO °Ln > N� oNj� O ° L�1� 0)+ LO Cp 00 tD l or0 °° O0 o`n Oico M 0)0 �� N�� N+ �+ �?' s` �o,ow LnOO 355 o+ co-' 0 0 z° .. ............................... .................... � . 355 . Z� ..... cm Ji. . . . . . . . .. J.. . . . . . .m .J....... �,� .....:. �.LL _ ...... �, . . cD W 1. (0 J ( Lo + LO W ' ° O + - + L� + + .. . . . . . . . . . . . . . 00 + m +. + � 00 0 - -_- - - - - -- - -- • - \� FUrURFFLOwtINEPROFILE - -- +0.26 %• \\ -0.21% ___ - - -- -- 25. °-----=----- - - - - -T -- -- - - -- 259'`- 353 +0.26% -0.21 •-�0. f 0.26% _ - - . . . . . . . . . . . . . . . . . . . . 0% .� - . . . . . . . . .DESIGN Ft0W_INE PROFILE . . . . . . . . . . . . . . . . . . 353 ....... ............... ...... +0.41% ............................ _ -_ _ -:- ..:.. . \� TEMPORARY SUMP / : : : : EXIST /NO GROUND PROFILE . . . . . . . . . . . . . . SUMP BOTTOM' 351 :6:/! : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . AT CENTERLINE :...:...:............ 351 . . .............................. ............................... ................ 351:... .. ............................... ................. ............................... 0 76 +00 77 +00 78 +00 79 +00 80 +00 81 +00.... 00 82 +00 83 +00 84 +00 85 +00 + 74 +00 75 +0 EAST FLOWLINE PROFILE J i 1 U ��"• wOcn pW a W 0 m p J z�vo_iW � °z;iW cwi)mwcnw W Q�p w J H O p--, 0 a E Q Z U F Z E W? O ��=WZ° >m�Q'. FO�FOZ�cnui(? ow Z W 0_'000�U` w'x� J�x�zmQ LL � W W SOw =1AJ C�iUQLL ZF- U� U) m�0LL0E- p x a 0 0 0 w U 0� w Q O E F Q F x- p Z W 0 Q U p¢ m C) ZZYaW� `°zo 9 0� Op 0 g° o a ow z >'02wz mn0 F-x o0 Q p z w p m W uz) Q J 0 0 ?j Q W LL Z p Q�o w°ow¢0zz< 0U0 LLJr Q uL E F (nZp oof zCE�= W0Q� 0- z � QLi.VO � UVp p O Q W U WQ 0 Z Q Z W U L Kw" U) W pW 11L Lli w Q UUZp0 C, x Z Q W W W- p��rOLLO:�xx Q Q ug W W O C�(n W 2�ZQ 10p ?p=Utnwx xw X LL w Q 0 LL Z >� m O u w wwUOwz<U) U) ==LJ) 0xLu Z=1 H I- O Li H O Cl d' Q 2 U _ Z CD co co m Lo tE 0 U) o W Z " . O N w F5 Q > v U � 0 N Q Cl) a) LL Z_ � � m N W a) C`) o� Z o of 0 U) N W Z (y) W QQ C) 0 N L w F- Q 0 a W w W = z 0 m Z w w o Lij w�� o LL a o 0- d M� N N tS 3 J Li O 0 z Q z Q J 0 C) i U c c a U G n 0 C cl C F r oaf ,Q V) LLJ z, orL°' odd � Cv y � U) zo J CD nqr- N � W 0 W o Z t--- L.L W --- 00 U) 1 O W C(W u') + O W� �z -� cy. 0 W w �- C) Q V Z U/ W W U) U) z o DATE 12/30/2014 PA JOB No. 13 -2750H SHEET ' OF 21 SHEETS "v 2 FUTURE TRACT 7209 (BY SEPARATE PLANS) NOTE: USE EXTREME CAUTION IN THIS AREA, THERE EXISTS A 34" HIGH PRESSURE GAS MAIN. CONTACT PG &E PRIOR TO ANY CONSTRUCTION WITHIN THIS AREA. WINDERMERE STREET (L /S) 51391 o ° O 0 O U m N LO r- + N Ln ,4- 00 00 � WINDERMERE STREET SEE SHEET 5 1 i 1 1 % ' (L /S) (L /S) `\ C6 1 1 8 I 85 +53.58 WINDERMERE 6 1 (SOUTH) i C6 I / I I I 1 i _ _ 1 1 1 I CAMPUS PARK DRIVE SEE SHEET 5 CURVE TABLE CURVE RADIUS LENGTH DELTA TANGENT C1 75.00' 114.16' 87'12'45" 71.44' C2 70.00' 54.20' 44'21'37" 28.54' C3 60.00' 52.05' 49'42'22" 27.79' C4 971.00' 61.25' 3'36'51" 30.63' C5 5.00' 7.85 90'00'00" 5.00' C6 74.00' 113.13 87'35'37" 70.96' C7 1000.00' 162.40' 9'18'17" 81.38' C8 1029.00' 63.35 3'31'39" 31.69' C9 89.00' 61.01' 39'16'41" 31.76' C10 70.00' 54.59' 44'40'54" 28.77' C11 89.00' 67.84' 43'40'29" 35.66' LO CONSTRUCT MIN. 0.30' TYPE "A" A.C. PAVING OVER MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GRID. COMPACTED TO 95% MAX. DENSITY /f 7.85' 7.85' TI =6.0 R =48 { 7.85' 7.85' 113.13' 114.16' -�i ON ON ON I ON ON CURVE _I ON CURVE j CURVE CURVE I CURVE CURVE HORIZONTAL: 1 " =50' III'° Il�im ter\ IIUd IIUo IIULn pcvoM II�N Ii�!N IIM1oM IIF-r7 IIF-(D IIF `N IIF-'Ln II�IaO Ln!� po'0 IIF-I0 II�-O I�� ° I�•�Ln I ^Uri UoNo 11 U) r .-mac) = U _ _ .-,L, I LO .. Ln ro ^U Ln Ln LO r.0 Ln Ln r7 .-.o_ Ln ..� I Lo I rn rn ^U a) o' � I w o ..m o� u o w VERTICAL: 1"=2' F- Z M F- m W ro F- CL F- F- r 5 F- '"'�� r7 M F' m M M Ki J W P J M J J J J Ln - m om ej n. J Ln J W Ln J J Ln J J M J W M J m PO J W to J LO J J � -L 00 In J LA LCi J O LC) O j In LC) J J J J N N7 J to J 0) r7 r7 0•d r7 00 r7 UO M mr7r7_ Oro M r7! 0r7_ MM_ OK) U,r7 0�_ U, - _: etn r7 II o �`�oUMoUM oZM oZ 0rn oW o °I� OOOI OW rr) O� 0c3I IC II O II II! p� OU!JJOZ OZI OZ OZ O� Obi OQ OQ, oQ OQ °�. O> O N Ln r ° n N °+ ° J LJi lJi ° O d. J Li L L Q Q i Q Q �F U U 0) 0) I� + 17 0 0 O) 0 0) 0) 0 U U m+ O) 0 0 O) + W m N± N N M r7 M LO N LO N� O � } + N N 00 N U 0' W N + W m N.0) �U , � W gip°) K) MGM �� �� ' X00 �� .�0 -0 _�� 00 Clcl ) Ln� O 09J 00 Zo O O� 00 Zo o� o� ON O(0 O J �� 0�0 0p U-)W LC) 0 I-J r7 �J! 0_L X00 �W a)0)I 0)J 0)� M � 0+ +` +I 6+ O� Lj �± �j+ �+ EMI LnL` Z O O to LL r m+ o) W d U) Ln d d 0) O 1 r a0 0o rn (.000 00 + 04 to 0 + O tf) + (fl t` t`I N oo r7 00 + + + + + d W + + ALL + +DO, + + +0) + + +Ji + J + r J J 00 M J r7 J +m r, 00 00t� rn rn rn� OJ 0) _j 355 r7 r J I� J 1- LL Li I oo LL oo Li oo ao 0o ao LL ao LL ao ao �1 �� ........... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 . .. . . . . /. �/. 355 ................:...:. o .:......... � �I • �" - - ,� - +0.64% -0.64% o- . . . . . . . . :...:.................� . . _ . o - - - - - =- - - -- r- -- - = - - -- -- -- _ FUTURE FtOWLINF PROF /LE - - - 20% +0 2590 -0.20 ° _ _ -- - : 89% -0.64% . . . . . . . . 0; - - -- ±0.25% _ _ . . . . 42% : `D.2590 . - - : ��. +0.25 %.ESIGN FLOW[1NE PROF/LE 959, 353 ...................... +0...... \� TEMPORARY SUMP /� : : : : : : : : : : : : : : : : : : : : : : : : : EXISTING GROUND PROF /LE : : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SUMP . BOTTOM -. . . . f . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4T CE/dTERLINE : �_ = - = - -� : : : :...:................ 351 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 351.... .. ............................... 74 +00 75 +00 76 +00 77 +00 78 +00 79 +00 80 +00 81 +00 82 +00 83 +00 84 +00 85 ±00 86+ WEST FLOWLINE PROFILE ! ON CURVE i Ci :� COD V) I Im I �� I I^I aUO i Ir:wl(OO %� �� L0Ln = -M n �i� W F- Z vi F- m F- CL i r� H- M 1- \ F- 00 rM F- Ln r7 r- Ln m I to ro af CO Lit Lo � N Q' Ln � Ln � 0_ _ � M + O 00� jL�J M o� r7 �NIN� N0p r`) . -C)Ld o� oUI�J 00 LO °Ln > N� oNj� O ° L�1� 0)+ LO Cp 00 tD l or0 °° O0 o`n Oico M 0)0 �� N�� N+ �+ �?' s` �o,ow LnOO 355 o+ co-' 0 0 z° .. ............................... .................... � . 355 . Z� ..... cm Ji. . . . . . . . .. J.. . . . . . .m .J....... �,� .....:. �.LL _ ...... �, . . cD W 1. (0 J ( Lo + LO W ' ° O + - + L� + + .. . . . . . . . . . . . . . 00 + m +. + � 00 0 - -_- - - - - -- - -- • - \� FUrURFFLOwtINEPROFILE - -- +0.26 %• \\ -0.21% ___ - - -- -- 25. °-----=----- - - - - -T -- -- - - -- 259'`- 353 +0.26% -0.21 •-�0. f 0.26% _ - - . . . . . . . . . . . . . . . . . . . . 0% .� - . . . . . . . . .DESIGN Ft0W_INE PROFILE . . . . . . . . . . . . . . . . . . 353 ....... ............... ...... +0.41% ............................ _ -_ _ -:- ..:.. . \� TEMPORARY SUMP / : : : : EXIST /NO GROUND PROFILE . . . . . . . . . . . . . . SUMP BOTTOM' 351 :6:/! : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . AT CENTERLINE :...:...:............ 351 . . .............................. ............................... ................ 351:... .. ............................... ................. ............................... 0 76 +00 77 +00 78 +00 79 +00 80 +00 81 +00.... 00 82 +00 83 +00 84 +00 85 +00 + 74 +00 75 +0 EAST FLOWLINE PROFILE J i 1 U ��"• wOcn pW a W 0 m p J z�vo_iW � °z;iW cwi)mwcnw W Q�p w J H O p--, 0 a E Q Z U F Z E W? O ��=WZ° >m�Q'. FO�FOZ�cnui(? ow Z W 0_'000�U` w'x� J�x�zmQ LL � W W SOw =1AJ C�iUQLL ZF- U� U) m�0LL0E- p x a 0 0 0 w U 0� w Q O E F Q F x- p Z W 0 Q U p¢ m C) ZZYaW� `°zo 9 0� Op 0 g° o a ow z >'02wz mn0 F-x o0 Q p z w p m W uz) Q J 0 0 ?j Q W LL Z p Q�o w°ow¢0zz< 0U0 LLJr Q uL E F (nZp oof zCE�= W0Q� 0- z � QLi.VO � UVp p O Q W U WQ 0 Z Q Z W U L Kw" U) W pW 11L Lli w Q UUZp0 C, x Z Q W W W- p��rOLLO:�xx Q Q ug W W O C�(n W 2�ZQ 10p ?p=Utnwx xw X LL w Q 0 LL Z >� m O u w wwUOwz<U) U) ==LJ) 0xLu Z=1 H I- O Li H O Cl d' Q 2 U _ Z CD co co m Lo tE 0 U) o W Z " . O N w F5 Q > v U � 0 N Q Cl) a) LL Z_ � � m N W a) C`) o� Z o of 0 U) N W Z (y) W QQ C) 0 N L w F- Q 0 a W w W = z 0 m Z w w o Lij w�� o LL a o 0- d M� N N tS 3 J Li O 0 z Q z Q J 0 C) i U c c a U G n 0 C cl C F r oaf ,Q V) LLJ z, orL°' odd � Cv y � U) zo J CD nqr- N � W 0 W o Z t--- L.L W --- 00 U) 1 O W C(W u') + O W� �z -� cy. 0 W w �- C) Q V Z U/ W W U) U) z o DATE 12/30/2014 PA JOB No. 13 -2750H SHEET ' OF 21 SHEETS LO CONSTRUCT MIN. 0.30' TYPE "A" A.C. PAVING OVER MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GRID. COMPACTED TO 95% MAX. DENSITY /f 7.85' 7.85' TI =6.0 R =48 { 7.85' 7.85' 113.13' 114.16' -�i ON ON ON I ON ON CURVE _I ON CURVE j CURVE CURVE I CURVE CURVE HORIZONTAL: 1 " =50' III'° Il�im ter\ IIUd IIUo IIULn pcvoM II�N Ii�!N IIM1oM IIF-r7 IIF-(D IIF `N IIF-'Ln II�IaO Ln!� po'0 IIF-I0 II�-O I�� ° I�•�Ln I ^Uri UoNo 11 U) r .-mac) = U _ _ .-,L, I LO .. Ln ro ^U Ln Ln LO r.0 Ln Ln r7 .-.o_ Ln ..� I Lo I rn rn ^U a) o' � I w o ..m o� u o w VERTICAL: 1"=2' F- Z M F- m W ro F- CL F- F- r 5 F- '"'�� r7 M F' m M M Ki J W P J M J J J J Ln - m om ej n. J Ln J W Ln J J Ln J J M J W M J m PO J W to J LO J J � -L 00 In J LA LCi J O LC) O j In LC) J J J J N N7 J to J 0) r7 r7 0•d r7 00 r7 UO M mr7r7_ Oro M r7! 0r7_ MM_ OK) U,r7 0�_ U, - _: etn r7 II o �`�oUMoUM oZM oZ 0rn oW o °I� OOOI OW rr) O� 0c3I IC II O II II! p� OU!JJOZ OZI OZ OZ O� Obi OQ OQ, oQ OQ °�. O> O N Ln r ° n N °+ ° J LJi lJi ° O d. J Li L L Q Q i Q Q �F U U 0) 0) I� + 17 0 0 O) 0 0) 0) 0 U U m+ O) 0 0 O) + W m N± N N M r7 M LO N LO N� O � } + N N 00 N U 0' W N + W m N.0) �U , � W gip°) K) MGM �� �� ' X00 �� .�0 -0 _�� 00 Clcl ) Ln� O 09J 00 Zo O O� 00 Zo o� o� ON O(0 O J �� 0�0 0p U-)W LC) 0 I-J r7 �J! 0_L X00 �W a)0)I 0)J 0)� M � 0+ +` +I 6+ O� Lj �± �j+ �+ EMI LnL` Z O O to LL r m+ o) W d U) Ln d d 0) O 1 r a0 0o rn (.000 00 + 04 to 0 + O tf) + (fl t` t`I N oo r7 00 + + + + + d W + + ALL + +DO, + + +0) + + +Ji + J + r J J 00 M J r7 J +m r, 00 00t� rn rn rn� OJ 0) _j 355 r7 r J I� J 1- LL Li I oo LL oo Li oo ao 0o ao LL ao LL ao ao �1 �� ........... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 . .. . . . . /. �/. 355 ................:...:. o .:......... � �I • �" - - ,� - +0.64% -0.64% o- . . . . . . . . :...:.................� . . _ . o - - - - - =- - - -- r- -- - = - - -- -- -- _ FUTURE FtOWLINF PROF /LE - - - 20% +0 2590 -0.20 ° _ _ -- - : 89% -0.64% . . . . . . . . 0; - - -- ±0.25% _ _ . . . . 42% : `D.2590 . - - : ��. +0.25 %.ESIGN FLOW[1NE PROF/LE 959, 353 ...................... +0...... \� TEMPORARY SUMP /� : : : : : : : : : : : : : : : : : : : : : : : : : EXISTING GROUND PROF /LE : : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SUMP . BOTTOM -. . . . f . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4T CE/dTERLINE : �_ = - = - -� : : : :...:................ 351 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 351.... .. ............................... 74 +00 75 +00 76 +00 77 +00 78 +00 79 +00 80 +00 81 +00 82 +00 83 +00 84 +00 85 ±00 86+ WEST FLOWLINE PROFILE ! ON CURVE i Ci :� COD V) I Im I �� I I^I aUO i Ir:wl(OO %� �� L0Ln = -M n �i� W F- Z vi F- m F- CL i r� H- M 1- \ F- 00 rM F- Ln r7 r- Ln m I to ro af CO Lit Lo � N Q' Ln � Ln � 0_ _ � M + O 00� jL�J M o� r7 �NIN� N0p r`) . -C)Ld o� oUI�J 00 LO °Ln > N� oNj� O ° L�1� 0)+ LO Cp 00 tD l or0 °° O0 o`n Oico M 0)0 �� N�� N+ �+ �?' s` �o,ow LnOO 355 o+ co-' 0 0 z° .. ............................... .................... � . 355 . Z� ..... cm Ji. . . . . . . . .. J.. . . . . . .m .J....... �,� .....:. �.LL _ ...... �, . . cD W 1. (0 J ( Lo + LO W ' ° O + - + L� + + .. . . . . . . . . . . . . . 00 + m +. + � 00 0 - -_- - - - - -- - -- • - \� FUrURFFLOwtINEPROFILE - -- +0.26 %• \\ -0.21% ___ - - -- -- 25. °-----=----- - - - - -T -- -- - - -- 259'`- 353 +0.26% -0.21 •-�0. f 0.26% _ - - . . . . . . . . . . . . . . . . . . . . 0% .� - . . . . . . . . .DESIGN Ft0W_INE PROFILE . . . . . . . . . . . . . . . . . . 353 ....... ............... ...... +0.41% ............................ _ -_ _ -:- ..:.. . \� TEMPORARY SUMP / : : : : EXIST /NO GROUND PROFILE . . . . . . . . . . . . . . SUMP BOTTOM' 351 :6:/! : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . AT CENTERLINE :...:...:............ 351 . . .............................. ............................... ................ 351:... .. ............................... ................. ............................... 0 76 +00 77 +00 78 +00 79 +00 80 +00 81 +00.... 00 82 +00 83 +00 84 +00 85 +00 + 74 +00 75 +0 EAST FLOWLINE PROFILE J i 1 U ��"• wOcn pW a W 0 m p J z�vo_iW � °z;iW cwi)mwcnw W Q�p w J H O p--, 0 a E Q Z U F Z E W? O ��=WZ° >m�Q'. FO�FOZ�cnui(? ow Z W 0_'000�U` w'x� J�x�zmQ LL � W W SOw =1AJ C�iUQLL ZF- U� U) m�0LL0E- p x a 0 0 0 w U 0� w Q O E F Q F x- p Z W 0 Q U p¢ m C) ZZYaW� `°zo 9 0� Op 0 g° o a ow z >'02wz mn0 F-x o0 Q p z w p m W uz) Q J 0 0 ?j Q W LL Z p Q�o w°ow¢0zz< 0U0 LLJr Q uL E F (nZp oof zCE�= W0Q� 0- z � QLi.VO � UVp p O Q W U WQ 0 Z Q Z W U L Kw" U) W pW 11L Lli w Q UUZp0 C, x Z Q W W W- p��rOLLO:�xx Q Q ug W W O C�(n W 2�ZQ 10p ?p=Utnwx xw X LL w Q 0 LL Z >� m O u w wwUOwz<U) U) ==LJ) 0xLu Z=1 H I- O Li H O Cl d' Q 2 U _ Z CD co co m Lo tE 0 U) o W Z " . O N w F5 Q > v U � 0 N Q Cl) a) LL Z_ � � m N W a) C`) o� Z o of 0 U) N W Z (y) W QQ C) 0 N L w F- Q 0 a W w W = z 0 m Z w w o Lij w�� o LL a o 0- d M� N N tS 3 J Li O 0 z Q z Q J 0 C) i U c c a U G n 0 C cl C F r oaf ,Q V) LLJ z, orL°' odd � Cv y � U) zo J CD nqr- N � W 0 W o Z t--- L.L W --- 00 U) 1 O W C(W u') + O W� �z -� cy. 0 W w �- C) Q V Z U/ W W U) U) z o DATE 12/30/2014 PA JOB No. 13 -2750H SHEET ' OF 21 SHEETS d M� N N tS 3 J Li O 0 z Q z Q J 0 C) i U c c a U G n 0 C cl C F r oaf ,Q V) LLJ z, orL°' odd � Cv y � U) zo J CD nqr- N � W 0 W o Z t--- L.L W --- 00 U) 1 O W C(W u') + O W� �z -� cy. 0 W w �- C) Q V Z U/ W W U) U) z o DATE 12/30/2014 PA JOB No. 13 -2750H SHEET ' OF 21 SHEETS CONSTRUCTION NOTES w f' ow o0 F-fl CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. F1 11 CONSTRUCT 5.5' WIDE COMBINATION SIDEWALK PER C.O.B. STD. DWG. ST -3. M2 CONSTRUCT 5' WIDE STANDARD TYPE SIDEWALK PER STD. DWG. ST -3. FL FLOWLINE STATION 119.72' ❑ CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STANDARD PLAN A88A CASE "A ' . (LS) PROPOSED LANDSCAPED AREA (BEHIND CURB &GUTTER) SEE LANDSCAPE PLANS / (SEE TYPICAL WHEELCHAIR RAMP DETAIL ON SHEET 3) 6+ m00 BY OTHERS. 00 LL- ® CONSTRUCT 12' WIDE CROSS- GUTTER PER C.O.B. STD. DWG. S -35. (CONTRACTOR SHALL COMPACT AREA X00 / r� 00 Lf) Ln UNDER CROSS- GUTTERS AND A MINIMUM OF 1' EITHER SIDE TO 95% MAX. DENSITY, TO A DEPTH OF 1') ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, 55 CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. NO. D -14 ETC. TO FINISHED GRADE PER CITY STANDARDS. +J\ © PROPOSED ROUNDABOUT (SEE SHEETS 18 -21 FOR DETAILS AND DIMENSIONS) ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. 7 � PROPOSED 4' WIDE DECOMPOSED GRANITE PATH (SEE SHEET 3 FOR DETAILS) 20.67' � II ® PROPOSED 8' WIDE CONCRETE MULTI -O- INSTALL HOLOPHANE "GRANVILLE" PREMIER LED LUNAR (5 LED -4K 60W 32.70' -USE TRAIL (SEE SHEET 3 FOR DETAILS) - �RK U ARRAY} WITH 12 FT. HAMILTON ALUMINUM POLE OR EQUIVALENT AS ® PROPOSED 6 "x6" CONCRETE MOW CURB (SEE SHEET 3 FOR DETAILS) 30.60' APPROVED BY CITY ENGINEER. 25.00' F1 -01 CONSTRUCT TYPE 'M' MEDIAN CURB PER C.O.B. STD. DWG. NO. ST -18 (SEE SHEETS 15 -17 FOR DETAILS -a INSTALL HOLOPHANE "GRANVILLE" PREMIER LED LUNAR (5 LED -4K 80W 46.56' AND DIMENSIONS) + Ln CO ARRAY) WITH 14 FT. HAMILTON ALUMINUM POLE OR EQUIVALENT AS 74.85' +J CD Li +J to Li APPROVED BY CITY ENGINEER. w JI �I (0 r7 r) 4 Lo j +I I / I I I / I It \ II \\ i/ / / / / / / / W W > O d �z �m �0 m �N L>7 N + L>7 LJL- CAtop jj SEESARk� ^U NEST R/ J VC- r1_ 6 + / NCO - _ d' LL_ / / CO / O / / O C1 C3 6 53032 2 6- 1-09.18 S �' a BC C2 If w f' ow o0 0 d Om x O `T C4 W ` 119.72' _ / h+ rr7� N 00 co / �o 6+ m00 nLj_ 00 LL- r -O X00 / r� 00 Lf) Ln O¢N i I 6 +LL) 1 00 0) r7 +J! +J\ 45.30' 00 L.L. I 00 LL- 3 25.00' 34.54' 79'09'59" 20.67' � II CAMPUS 11'49'20" 51.77' of SEE 32.70' NW DRl VE - �RK U C11 SH E6 44.29' co 30.60' C12 25.00' 33.94' 77'47'29" 20.17' L0 d ' 00 0 D1 0 46.56' 106'42'09" + Ln CO + (0 1514.00' 74.85' +J CD Li +J to Li �_W O 00 + O LJL- 0) d + n MR F m J t` c0 O rn N + SOD a0 L J L . 0) N + OD I� I '-8, JtY J0) U W OO O (0 �L0 00 0 J Pe) 0) O O O O J O + LL_ + O) O �LNx L� b +88.77 C5 -- C8 BC - C1 r 41 - �/ 2 r 1 PROPOSED R/W & BACK OF WALK 1 r r I 1/ lr L rail ,er' l l 1 r n I It l II C) Ln w f' ow o0 0 d Om ow OW O `T �(0 W M 119.72' X00 h+ rr7� N 00 co +JI �o 6+ m00 nLj_ 00 LL- +J -O X00 00 L.L_ it ce O U O W to �Q) N 0) + N Q c0 7 Cn � OO CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.0,13. STD. DWG. ST -13. 0 EXISTING SURVEY MONUMENT - PROTECT IN PLACE. Os SEWER MANHOLE © SEWER CLEANOUT 00 STORM DRAIN MANHOLE -- RIGHT -OF -WAY SEWER STORM DRAIN -/- EXISTING EDGE OF PAVEMENT I- �•m U J ro J 001 U Or- OW OLoI Om �+ d N M J d- 00 L.a_ N T t\ N `- Ln (0 J + + LL. FUTURE TRACT 7247 (BY SEPARATE PLANS) I I I 2 PROPOSED R/W & BACK OF -- -- _ I WALK - - -- 1 10 N15'5306 E 1 11 '77fl- - - V -L II I it / I I�I ir, II II FUTURE TRACT 7248 (BY SEPARATE PLANS) 0(-) O m �:'o .=.00 n W L0 t+ \ + LJ I_16 F-: W Ln J _ II II 0 .1 -- z z cr_ W(3 U W 89.00' 119.72' ;m C:)(-) C) + 0m OUiW CN qt � d M Q -O X00 )1 r� 00 Lf) Ln O¢N 00+ 6 +LL) It l c „_y�7'r 00 0) r7 +J! +J\ 45.30' 00 L.L. I 00 LL- 3 it ce O U O W to �Q) N 0) + N Q c0 7 Cn � OO CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.0,13. STD. DWG. ST -13. 0 EXISTING SURVEY MONUMENT - PROTECT IN PLACE. Os SEWER MANHOLE © SEWER CLEANOUT 00 STORM DRAIN MANHOLE -- RIGHT -OF -WAY SEWER STORM DRAIN -/- EXISTING EDGE OF PAVEMENT I- �•m U J ro J 001 U Or- OW OLoI Om �+ d N M J d- 00 L.a_ N T t\ N `- Ln (0 J + + LL. FUTURE TRACT 7247 (BY SEPARATE PLANS) I I I 2 PROPOSED R/W & BACK OF -- -- _ I WALK - - -- 1 10 N15'5306 E 1 11 '77fl- - - V -L II I it / I I�I ir, II II FUTURE TRACT 7248 (BY SEPARATE PLANS) 0(-) O m �:'o .=.00 n W L0 t+ \ + LJ I_16 F-: W 11 O O 4 0) Q7 + 13 rf 5l I � J _ LENGTH I I O N I 89.00' O n 78'54'42" 73.25' C2 89.00' 119.72' N LL_ 70.88' C3 + Of 8713'50" CN om OU 128.30' d W d )1 Z-O ON -� O¢N +.O NMim + NM It l c „_y�7'r + - LJi 3M- lJi C7 11 O O 4 0) Q7 + 13 rf 5l I � PR OPOSED R/W &BACK OF WALK LENGTH I I TANGENT I 89.00' 122.58' 78'54'42" 73.25' C2 89.00' 119.72' 77'04'18" 70.88' C3 87.00' Of 8713'50" W O om OU 128.30' d W d )1 Z-O ON -� O¢N +.O NMim + NM + r'`) + - LJi 3M- lJi ilm_U -j w m W b C.) 0 4JIW U0 pig d _IO COiLq +n\ J LL_ J / 13 F= m J n (0 O 00 + r7 O � n OD + `d- / PROPOSED R/W & BACK OF WALK - - 30(TYP) _ CURVE TABLE CURVE RADIUS LENGTH DELTA TANGENT C1 89.00' 122.58' 78'54'42" 73.25' C2 89.00' 119.72' 77'04'18" 70.88' C3 87.00' 132.45' 8713'50" 82.89' C4 89.00' 128.30' 82'35'45" 78.18' C5 25.00' 43.62' 99'57'35" 29.77' C6 25.00' 40.54' 92'54'33" 26.30' C7 25.00' 45.30' 103'49'12" 31.90' C8 25.00' 34.54' 79'09'59" 20.67' C9 500.00' 103.17' 11'49'20" 51.77' C10 25.00' 32.70' 74'56'22" 19.16' C11 25.00' 44.29' 101'29'52" 30.60' C12 25.00' 33.94' 77'47'29" 20.17' C13 25.00' 46.56' 106'42'09" 33.60' C14 1514.00' 74.85' 2'49'58" 37.43' ^U I 1 Z JW J Z M, m W (Di 000 O (0 d + �U -� �. n re)� �0_ O W 0)(0 + + Ln \ L0 Ln 3 J Li II ,, , I I I, I i i' I ; If , Ij I If I I II II i N17 *10'14 "E 15 - 14 � II II �•r I „ � L ,II I II I „I I r 1 11 O 0 U O W � O 6 + r7 � O PARK SQUARE DRIVE CONSTRUCT MIN. 0.20' TYPE "B" A.C. PAVING OVER MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GRD. COMPACTED TO 95% MAX. DENSITY TI 4.5 R =48 I I� J 00 N O O O N t\ � � O N + N CURVE TABLE CURVE RADIUS LENGTH DELTA TANGENT C15 1486.00' 55.43' 2'08'14" 27.72' C16 1500.00' 74.16' 2'49'58" 37.09' C17 25.00' 33.63' 77'05'00" 19.92' C18 1514.00' 4.45' 010'06" 2.22' C19 1486.00' 33.34' 117'08" 16.67' C20 25.00' 44.65' 10219'52" 31.06' C21 25.00' 39.27' 90'00'00" 25.00' C22 314.00' 46.09' 8'24'37" 23.09' C23 25.00' 35.23' 80'44'21" 21.25' C24 25.00' 37.92' 86'54'35" 23.69' C25 314.00' 14.30' 2'36'36" 7.15' C26 300.00' 123.41' 23'34'14" 62.59' C27 286.00' 1 117.66' 23'34'14" 59.67' C28 1500.00' 33.66' 1'17'08" 1 16.83' FUTURE TRACT 7247 (BY SEPARATE PLANS) / PROPOSED R/W &BACK , OF WALK 16 T - 17 3 (11P) i 2 PROPOSED R/W & BA OF WALK FUTURE TRACT 7248 (BY SEPARATE PLANS) / / ^ z_ � m z C) W CL OOU O W �Ln;O Lo �;_ +10 L() +rIM -Lt \N �1 !I I u � ^ i F- a U O m - m �N 00 O N + O N _ LL 1L U OW O -.4- r7 N 0 + I"") + r- II X _j a' 'tJ U ~ OW J= U F- OQ N O+ O +� �Co / ,/ + 00 2 2 0 \ II X NOTE "A ": VERIFY EXISTING LOCATION AND ELEVATION IN FIELD, PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER IF THERE ARE ANY DISCREPANCIES. o_ U F- _ U Q 1 O L � M M Z aQZU - z 00 07 Lid o� HORIZONTAL: 1"=50' + W z E r _ O w=0w¢ W V Lai VERTICAL: 1"=2' J U �+ LL_ NOTE "A ": VERIFY EXISTING LOCATION AND ELEVATION IN FIELD, PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER IF THERE ARE ANY DISCREPANCIES. o_ U 0 a t�0 ' 0 c 1 W O LT H m p J w w 2 W Z LL w v Z O cn m= Z W Q o oz't 'o M M Z aQZU - z 00 07 Lid F w Z, > ¢ cnw �OZJCnco2 �/� V J O 0 z, W 0_UD -_, u_ W � =�: CU) Z W z E r _ O w=0w¢ W V Lai U- - N U �a��zzI0ptu� LO w a 0 0 ���= LU Z Qoa1=_- Q�H'=- z<e -o oZmW 0 `n ¢rYo Cn W Y00 tj Cn�m Z0 "=Q ���/^� u_ cOwn Z OLo=� VJ Z co p W z< Q� ,I-cno < m N QF =OZw�pom W O W co o O a�� o z p Q Co Z N p¢u) 0 zz�oWoW¢F-o00 - N I� 0 Cn a = v ce Z p w w w W w o pz ¢ O. N 1 1 1 Z j M LLI OaZa�OW >��� ■�. N vIIJujtzOw¢ow =' CO ?m3: _0U) J5 O CD z w w o w N wwD =tz-<w � 0 � > O L � g = _ w w Q J O w U 0 a- F� Q (n F U` UJ L�LI2=ZQQOp ? -- N <- -0 > N wj=6uLL LL10 � 1O ww ~ n J P-- W ¢0 z >� Q(n } m m U Z J Q m W O Z p X J- w U a> w L z=_ = o� w z� i 37.92' CURVE 00 35.23' U rn I ^m I��w 122.58' _ 132.45' 1 32.70' 46.56' 33.63' 44.65' 39.27' 39.27' ON CURVE ON CURVE CURVE _ ON CURVE ON CURVE ON CURVE 1 ON CURVE ON CURVE I ION CURVE I n J U r) J U:Ln 11 U) t��,co II II rn co II L�loo oo�!r n U � n U;� n U'o 1 o;� �,rn� co 11 � O 00jrn(.� II � o) rn ro '� r) II II �' �;d Ii II Ui r) II 0', U U I ^U ^U I t` N 2 -,c j h U Lo U I �.m i �1y1 ' �� et ^U' U Ln O (D ^U N �� 00 n ^U U 10) U 0) ^U CO ^� (O Ln �.m ^U U 0) O W O F- Z I W m F- W N F- W (V F- m, N W N m' N F- tV F- N , r7 F- r) ro H F- m! W O O Q r7 F- m W r7 m r7 F- W r7 F- N N m M W I m r7 F- W r7 O J W 1 000 J K) -1 to J In Lo to J Q' I Ln J r7 M J r0 Lo J M 1� Lo J _ � -1 to In J Lo Ln J Lo J I Ln Ln J co Lo J Lo rt%i d . r7 0 r7 V) + rl tn ro fro U n Q) 00I. n U to r) r7 m rn n r7 M IN") r) r7 M M M M N M U M r7W 0)� 00 LN OOi OW ON OIL OW ON O II II 00 �� I II II 00' pW v0 �A tD >IM �O C) 0) r7 00' I O O(0 OLo O Or OU �� Ors O� C) JJ ON O r7N O� O � J N 1 O I co r7 co L` L` + - -- �� �+ ��- lt_ d+ d•Lr) �O+j 4 +I 4414 d+ �0tea. �+ �+ �UCCa. �� - -- DLO. -- --8� 356 . . . . . . . . . . . . . . . . . . . I. . . . . . . . . �- = �=-N �=-N -- O w O Li -.- -. - - -. - -. - .�. . . . . (. . . + .356 ­DO -1 J r7J, 00.+ ro M-� d-0 00� ZD r�)~ - -fir. �C] -..- _ 00 _j N� +� +Op . to Z W O LL_ (O LL O 0}) 00 W N + N -- - - -SOzl - - (b � M N LA_ M r- I 00 a0 J d U 0) �. hl � f� r � co 9 - - - - - � W � (0 � � � W m m O N O.J LC) (D J rM -- -- - - - - - - -- i OO to (p N CO + . . . . . . . . . . . . . . . . . . . . . . . . +. . . . . . -I- . . . . . . . . . . . . + . . . . . . � ! �. . . . . . . :}- . . . . . . . . . . . . . . . . . . . . . . . . +. + W - - + k - : - . . . . . . . . . . . . + r7 . . . . . . . . . . . . . . . . . . .. . . . . . + . + L j . . . . . . . . . . . . . . . . . . . . +. . . . . . . + � � . _ �tv `° m. �. - - - -� -- �J �`- - r �$'�° -0,50° ( ?) Q.2fi°% m- -- -- --- -- - - - - .- .- 354 :... _ _.- -.. -:- - - - - :...:. :...:...: : :.. :. :...:. :. +0.44 . k :...:- .0.20 %�.. 54 � LL � �. o ................ .................... - - ......... 3 _ -_ + ° - - - = - -- -- - -- . - - - -- 0.4.4% Lo - : ° SE NOTE A ABOVE - - - - - F +0,547 1 037 All g� 49 E .. ............................... . . 0.6�q 64% -0.25% +0.24% : 25% F . . . . . . . . +0.25%. . . . . . . +0.20% : -0.707 a�0 ±0.25 %: 352...... ...........: ........,�oalq .:...± 06�q° :...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...: ...:...:....................... :352 - --5 +00_ _0.517 6 +00' 7 +00 8 +00 9 +00 10 +00 11 +00 12 +00 13 +00 14 +00 15 +00 16 +00 17 +00 18 +00 - „9.72' I_ 128.30' 44.29' 33.94' _ WEST F L 0 WL I N E PROFILE 39�2T 39�2T - I�-i -Wx CN ON CURVE ON CURVE I j ON CURVE ON CURVE ON CURVET ON CURVE = � II cn a. 0_ I 0 � OD II � 0 I I N 11 (D I I 0 � r) w 00 ►! D' I O 11 U rn 11 '- m Ln I I U • u) 110 ! � o a. 110 0) 11 (a K) (o II Lo w co cr_ Lo I I O_ N 11 r- O M - 2 U N U ; ^U �� / �U In ^ci I oo U O (� aD ry) t\.� (D ^� t0 �� 100 �� r7 N S /V�J N O oo ^U I O U N U N ^U I O ^r I O ao 11 • I r7 N U O F- M F=Z O W �m � �W N �m N �W N F-mIN L�JMmN �L�1 Nf- N N�� N F- Ir7N f- r) I- ricV 1-m ri W r7mM �W r7 ~ K) C14 � � N OQI W C) M Ln Lo Ln to Lo Lo � 00 Ln � Lo M � in r) Lo (o 'o L-) Lo Lo 0' Lo to Ln Ln � to Lo 0' 00 Ln (o Ln M 0) r) .- M (0 r) (0 ; M M r) 00 r) O ro m ro 0) n 00 r7 - M m r7 n 00 ro ro to O r7 m r7 r7 N r7 + d W N O n N p II II - O d II II t` I�> I� O O O O Om OU _ICON O� Ln O OU _j _j O O OU JJ 00 Lo v r+7 N� 1�0 O- OT_ Om Om O LLL'-Om CD J M 00 O _j_j 00 0� O L�ti ON r7 O! .00 NO- �+ O+ �+ �+ �+ �0+0 �UCCW�O+j �+ �± �U CCa �-F d +I �UI�d d + _ _ - - -- - - -Qpr) -- 356 . . . -� i. . . . . . . . . . . . . . . . . . . . . . . . � . -. . . . . . . . . . . . . . . . . . . . . . . . . . . �=-� . . . . . . . . . . . . . . . . . . . . . . . . . . . . ` . . . . . . . . . . . . . . . .�M Z ` ... . . . ���� Z 0. . . . . . . . . . . . . . . . . . . _ -. - - - - . . -- . - . . . . . . . . . . . . . . . . . � � . . . . . 356 i N � LL. c0 (0 R t\ LL Ln.00 ' r7 W r7 O li Lc) r7 O O Lo - - _ _ - .- -- - -. - CD J + ,- Z' d � N 00 r- dt Lri 0 � � � d J d' LL- r � -- - : N Li co Lk- L6 �. (6 06 (D 0) I N �. N 0) - - - - `� O `- lJi Lf) m r 00 00 O)' + m �. �„ - -N- 0 + N } . . + { . + + . + . � + + d + _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ...F. . . . . . . . , . . . . . . . . . . . d (0. °O 00 00 00.J, rn - - - -- -- - - - - - T . r7 d `r J r\ (- 0.26 %) �`` T 8% +p 4�q 354 - . . . . . .. . � . . : . . . : . . . : . . . . :354 Lo - - - - - -+ - - - = - -- - - - - -- - _ -. -- i +0.437 SEE NOTE „A >, ABOVE - 0.2094. _ 0.2090 . . . . . . . . . . � . +0 . 0.257 : . . . . . . . : . . . : . . +0 537° . . -0:599' _ . _ : +0.30% +�53 ° ( +0.25% : +0.25 % -0.25% . . . . . . : :0 7 �% : 61% J 352 :...:.............. _ ................ ..- 0..........................: 352 -5 +0°0 _ _ _ _6 +00' 7 +00 8 +00 9 +00 10 +00 11+00 12 +00 13 +00 14 +00 15 +00 16 +00 17 +00 18 +00 09° EAST FLOWLINE PROFILE �. � � � �'� u =P� `49` Lb �d0 w z _> v O(y 0� Ld U O o d y A` Z � � O 0. W F- CN >_ L0 + W C) co 2 W WQ[)�c) Q+ 0 �- P1/ C) z LnL J O 1..� N 3 w W Q b- 0 W tY a o z z z U) oil cn 0 / w L� c~n O _ Lii Q z Z Q O L w ~ w O W w w ? N J } m w w w w � w O Q 0, a o Li a =P� `49` Lb �d0 w z _> v O(y 0� Ld U O o d y A` Z � � O 0. W F- CN >_ L0 + W C) co 2 W WQ[)�c) Q+ 0 �- P1/ C) z LnL J O 1..� N 3 w W Q b- 0 W tY a o z z z U) oil cn 0 / w L� c~n O DATE 12/30/2014 / PA JOB No. 13 -2750H SHEET 0 Q E 0 N / OF 21 SHEETS z Z Q O L O W N -- DATE 12/30/2014 / PA JOB No. 13 -2750H SHEET 0 Q E 0 N / OF 21 SHEETS CONSTRUCTION NOTES ^U LENGTH \ OO CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -13. JJ JF_ W Oa C2 Occo U a 0) 0- OM 0) + .< O .W O _3 84.54' � v00 ® EXISTING SURVEY MONUMENT - PROTECT IN PLACE. - - N69'S1'07 "E 48 200.00' 1M CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. MI CONSTRUCT 5.5' WIDE COMBINATION SIDEWALK PER C.O.B. STD. DWG. ST -3.g U_ i co 0) N +m NOTE "A" + +� 02 CONSTRUCT 5' WIDE STANDARD TYPE SIDEWALK PER STD. DWG. ST -3. FL FLOWLINE STATION 40.83' Os SEWER MANHOLE I 53 3g - - - 51 +48.00 � � rn MINIMUM 590# CEMENTITIOUS MATERIAL PER C.Y. "A ". 58.31' It 18' C5 © SEWER CLEANOUT Fl- 9117'04" + 12" NAT. GIRD. COMPACTED TO 95% MAX. DENSITY. I 0 CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STANDARD PLAN A88A CASE (LS) PROPOSED LANDSCAPED AREA (BEHIND CURB & GUTTER) SEE LANDSCAPE PLANS r�par- vpc;`Q� o cD I PAVECRAFTERS, WEATHERED WOOD - INTERLOCKING 6 (LS) 0 a LL_ PLANK 8 "x 96" REFER TO LANDSCAPE ARCHITECT'S SEE TYPICAL WHEELCHAIR RAMP DETAIL ON SHEET 3 ( ) r-, p�Ir7 .� 00 00 BY OTHERS. arm U- QD STORM DRAIN MANHOLE - r�U� BY CITY ENGINEER. - (LS) 77js� �_= s= __ = rn (LS) ® CONSTRUCT 12' WIDE CROSS- GUTTER PER C.O.B. STD. DWG. S -35. (CONTRACTOR SHALL COMPACT AREA ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, m= RIGHT -OF -WAY ( _- ` 5Q UNDER CROSS- GUTTERS AND A MINIMUM OF 1 EITHER SIDE TO 95% MAX. DENSITY, TO A DEPTH OF 1) CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. NO. D -14 ETC. TO FINISHED GRADE PER CITY STANDARDS. - SEWER STORM DRAIN ( �� CONSTRUCT WHEELCHAIR RAJ PER CALTRANS (LS) tx- ® PROPOSED ROUNDABOUT (SEE SHEETS 18 -21 FOR DETAILS AND DIMENSIONS) ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. - �- - -�'- EXISTING EDGE OF PAVEMENT REVISED STANDARD PLAN Ai 8A CASE "F" F- -! a' 7Q PROPOSED 4' WIDE DECOMPOSED GRANITE PATH (SEE SHEET 3 FOR DETAILS) -� INSTALL HOLOPHANE "GRANVILLE" PREMIER LED LUNAR (5 LED -4K 60W U7 F- a w I j, li II ® PROPOSED 8' WIDE CONCRETE MULTI -USE TRAIL (SEE SHEET 3 FOR DETAILS) J ARRAY) WITH 12 FT. HAMILTON ALUMINUM POLE OR EQUIVALENT AS DETAIL 9 U') I - -- - --------- F- PROPOSED 6"x6" CONCRETE MOW CURB (SEE SHEET 3 FOR DETAILS) APPROVED BY CITY ENGINEER. �!/ I CONSTRUCT TYPE 'M' MEDIAN CURB PER C.O.B. STD. DWG. NO. ST -18 ( SEE SHEETS 15 -17 FOR DETAILS <' INSTALL HOLOPHANE "GRANVILLE" PREMIER LED LUNAR (5 LED -4K 80W V) M a 10 AND DIMENSIONS) ARRAY) WITH 14 FT. HAMILTON ALUMINUM POLE OR EQUIVALENT AS M l t it 00(0 r 7 II APPROVED BY CITY ENGINEER. °O r7 o `---------------- - - - -----' Q O 0 z Lii LLJ Q cn Z w F_ WINDERMERE STREET SEE SHEET 4 1 4' 5 29' 48' 29' 1 • 4 8 8' 20' ' 9 II U IIU II U 9' 10' ___w 5 J -1F- J � 0 CL LW LOW °On 1 1 O rn 0i Z of ± J � L0 � LL_ � -I 04 M 1 +Li ++ + 1 1 L0 in L 1 ' J I `` (LS) (LS) ♦♦ -ft` PRIVATES j STREET FUTURE TRACT 7254 (BY SEPARATE PLANS) (b4b +5.5.91 CURVE ^U LENGTH \ Z J� 10 JW) JJ JF_ W Oa C2 Occo U a 0) 0- OM 0) + .< O .W O _3 84.54' � v00 Z,w 1_� - - N69'S1'07 "E 48 200.00' O (D Z C6 U_ i co 0) N +m NOTE "A" + +� +� 14.12' Ii ii I , II I I i it I ii ii II I I II I I 40.83' 93'34'01" � CONSTRUCT 6" THICK CONCRETE FAUX BRIDGE WITH - - - 51 +48.00 0+0 � rn MINIMUM 590# CEMENTITIOUS MATERIAL PER C.Y. 1 - 58.31' It 18' C5 OVER MIN. 0.40' CRUSHED AGGREGATE BASE OVER 1 0 ,1 9117'04" + 12" NAT. GIRD. COMPACTED TO 95% MAX. DENSITY. 25.00' 38.63' ----- _...... ............... STAMPED CONCRETE PATTERN SHALL BE "LITHOTEX II Flo 1U I-m r�par- vpc;`Q� o cD J PAVECRAFTERS, WEATHERED WOOD - INTERLOCKING 6 (LS) 0 a LL_ PLANK 8 "x 96" REFER TO LANDSCAPE ARCHITECT'S r-, p�Ir7 .� 00 00 ON CURVE arm U- PLANS, MATERIAL AND TYPE SHALL BE APPROVED ON CURVE - r�U� BY CITY ENGINEER. - (LS) 77js� �_= s= __ = rn (LS) - 110 � - WINDERMERE STREET SEE SHEET 4 1 4' 5 29' 48' 29' 1 • 4 8 8' 20' ' 9 II U IIU II U 9' 10' ___w 5 J -1F- J � 0 CL LW LOW °On 1 1 O rn 0i Z of ± J � L0 � LL_ � -I 04 M 1 +Li ++ + 1 1 L0 in L 1 ' J I `` (LS) (LS) ♦♦ -ft` PRIVATES j STREET FUTURE TRACT 7254 (BY SEPARATE PLANS) (b4b +5.5.91 CURVE ^U LENGTH \ I 10 '1_J C5 83'03'28" J O C2 0" 129.02' C5 78.82' OM 10 1 "' o 84.54' � 47 133.65' OL0 - - N69'S1'07 "E 48 200.00' °L- COLLINGWOOD 49 C6 50 +00.00 DRIVE 51 25.00' 4LO U-) (FUTURE STREET) 5 4, 5 14.12' Ii ii I , II I I i it I ii ii II I I II I I 40.83' 93'34'01" �(NP) - - 4 - - - 51 +48.00 39.78' 00 25.51' C10 1 - 58.31' 85'40'01" 18' C5 C11 1 0 39.83' 9117'04" 25.57' C12 25.00' 38.63' ----- _...... ............... (____j II Flo 1U I-m r�par- vpc;`Q� o cD C2 LODEN DR 6 (LS) 0 a INT. r-, p�Ir7 .� 00 00 ON CURVE arm U- 0!00 UO ON CURVE - r�U� C8 - - C9 I 110 � - m= 1001 p �� (LS) ----------- (LS) (LS) ° ' N r7 I-- LO J w \\ 2 - 2 Pei U) m r7 LO F- -! a' r6 F-- U7 J I- to F- U) J ED m °' F- :M -I U7 F- a w U7 �♦ (LS) C4 --------- J SEE If) DETAIL 9 U') O c0 N �!/ I M V) M a r7 00 h M M O t it 00(0 r 7 II Z °O r7 o ° %p - OZ I 00 O (0 0)Z U) Q FUTURE TRACT 7246 w w m m " MW L[) - OW sn W8 O� O L6 N) O°(V I (0t` (BY SEPARATE PLANS) O �+ x ? :D s U N a U 0 0 357.. Of ^a Oi OJ I¢ tQ 00 �LLI II F- r_ O01 - -- N �_+ �+ Of z: �'+ Z U p z 1- F- Z wQ F- �� 1 1 u �m °J F- ....357 Om m W Om �w �Q 1 (f)U + °w �LJi OJ �J O �J OJ O-1 W - - -- - - - -- - - - -- -- - - -- - - - - + - - -- - . O r- 00 �[) 0� ) \ �Q d �, I 0 U1 r '4- n rn� d L� L0 C:) L0 CD 0) U') 00 I\ (0 N O 1 1 I _ _ O 00 + - -- -- - -- -- -- -- - -- - - rri + O O O + U•i + .- + + . U7 . + � M ; . + rn + . . . . . . . . . . L ri . . . +� J t Q1 + N .. . . . . . . . . . . . +� +� +� I a)- . +. . - 48 +U) -- - _- .- -- - . -- - + - . . . . -1- . (0 J �t LL_ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �. � . . g% 00 J � L.�. 00 J �t LL- 00 -1 � LL 54' 37' 37' 1 _, J !1 + r- J U) Li_ WINDERMERE STREET SEE SHEET 5 HORIZONTAL: 1"=50' VERTICAL: 1"=2' 11U I �m °- r*- J00 O O O O CD Cq �N (000 1+ o6 + LO LO o_j �_j N LO LO it u 11U O N O NO (0 � O ­t 06 O OM 'Lo _i(f) O (f) U) J 0) -1 0)w MLL_ O N + -) LO LO C7 N69'51'07 "E 55 54 +73.00 C7 II O U O m O IL O � "4- ON �"t N + 6+ +LO +LO q- _j -4-J U7 LL_ U7 Li (PRIVATE STREET) f-- F- U � 0! (00a co N V m c0 LO CD M in 0i + +fi + +m +U-) 4-J LOJ LODEN DRIVE CONSTRUCT MIN. 0.20' TYPE "B" A.C. PAVING OVER MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GIRD. COMPACTED TO 95% MAX. DENSITY TI =4.5 R =48 q AREA DETAIL N SCALE" 1"= 20' III U CURVE ^U LENGTH F- m TANGENT I.-: W 89.00' 129.02' 83'03'28" J O C2 0" 129.02' O O 78.82' OM 87.00' O0 88'21'14" 84.54' C4 87.00' 133.65' OL0 84.04' OL0 200.00' °L- COLLINGWOOD o� C6 25.00' DRIVE 90'00'00" 25.00' 4LO U-) (FUTURE STREET) >n 42'50'00" 14.12' Ii ii I , II I I i it I ii ii II I I II I I 40.83' 93'34'01" �(NP) C9 II 39.78' 00 25.51' C10 39.00' 58.31' 85'40'01" PRIVATE GATE 56 PRIVATE GATE (LS) II O O U m O � �t LO M N (0 J Lo LL J p p Q C6 I C6 56 +63.00 5 CL INT. C, - � I I � II �l IIII 11 iI I I I II � II I I I I I II II I I I I I II II I I I I I it I II , i I-- OU W N O O + n O m + L0 LL- NOTE "B" SEE SEE NOTE ---r- I "C" BELOW of col OD +I I LOI II �J C.7 pZ OZ OQ OQ �Cj �}N CN + C3 + + 0 +LO r` J I- J U) LL U) LL_ 30' 10' 5' 5' L/ a o 2- - 2% - - 2r M�N.- CURVE TABLE CURVE RADIUS LENGTH DELTA TANGENT Cl 89.00' 129.02' 83'03'28" 78.82' C2 89.00' 129.02' 83'03'31" 78.82' C3 87.00' 134.16' 88'21'14" 84.54' C4 87.00' 133.65' 88'01'14" 84.04' C5 200.00' 15.35' 4'23'55" 7.68' C6 25.00' 39.27' 90'00'00" 25.00' C7 36.00' 26.91' 42'50'00" 14.12' C8 25.00' 40.83' 93'34'01" 26.61' C9 25.00' 39.78' 91'09'47" 25.51' C10 39.00' 58.31' 85'40'01" 36.16' C11 25.00' 39.83' 9117'04" 25.57' C12 25.00' 38.63' 88'32'23" 24.37' IU I- m J O O O N �O O O O J r.0� N FUTURE TRACT 7254 (BY SEPARATE PLANS) 0i nI 0)1 00 LI -- - -- - t- - - - - -- -- BOTANICAL DRIVE (FUTURE STREET) ilI I iii , I I II II I , I i II I II i i i n III , I I ii , IIII II I IIII I I II II I I I � ll IIII I i II I II I I -- I r, - C6 Ar 1 59 60 60 +63.00 SIN I I I � I 2 0l I I CO 001 +I +I 001 0)I Lo � I FUTURE TRACT 7246 (BY SEPARATE PLANS) NOTE "B ": INSTALL TYPE 3 BARRICADE WITH (2) OM4 -3 W31(CA) NOTE "C ": THESE (4) DRIVEWAYS SHALL BE DEFERRED UNTIL CONSTRUCTION OF TRACT 7246. NOTE: STREET TO BE MAINTAINED BY H.O.A. C/L 15' 8 15' PARKING" LANDSCAPE "NO PAR MEDIAN SEE NOTE "C" BELOW II I­_ ~ Wl O z< ?02(0 �O o� O O + O O +� C.0 LL I if = F- W O Z O Q N N 0 0 O + c0 O +O (0 LL_ II OU m N `irr) ocr; O N cD + N O +� (0 LL_ ♦ II)�I II I I II I rr I II I I I II I II I II I C I II I II II I I I II 1 11 I II I I I II 1„ II I, I II I 11 II I , I II I „ II I I I R/W 30' 11' 5' 5' 10' 0 L/S LOT ,_ a SEE NOTE "A" ABOVE -�i PROPOSED STREET SECTION (FAUX BRIDGE) F_ O J J J p p Q U O - ppw -.,UO wOcn i 1 wOw� mp J H Z U W w CL �J z C) cwinmcn <z w �=Z�� >,aL,O zO 00 c) z W 0 cy) L-0 r==U z - Z - > (Q O co W Z E r w w=oWOQwcn=U�azW0 .vLL � � � N -qu ~���LLgO M W z a w- � to A 0 Ll �Q� °ZZU > U r co Qo O�og(u¢�=wz "+3 ED 0za ~UD:Z ~F'° z - p 0 } W in X QUO z w w p U U Q Q Y Z 0 LL C� O OJ to 0 d = ww>-jUOV Z=(i))� ct aF=-- =�z`wn�ZZm LL LU m ooazo¢ ,�Axx W Z NO p z0 w_jLDz> ( v~C)w U) N - ZWw� 0Z< Z M J. op=� zaw�ujwW a. jO' f N U=(zIZwQO � - aWZZ L Q A' O Qm vZ� LL LLt W T1cwn >av°wa5 0 w w w= 2 Z a ow 0 6 �� =2 129.02' O�w=pzQQOp � Z z U w �� = >o�ow 0 E w O 6 w W 2 w p m ° Q 0 O w w w J F p 39.27' ON CURVE > Wu-z�!cn�¢<n m 0 z zp m 39.27' ON CURVE �+ W W ? > Q J W U a> f 2 2 Ln w= 0 cr w z n II Flo 1U I-m r�par- vpc;`Q� o cD ** - LANDSCAPE SLOPE MAY VARY FROM 2% MIN. TO 3:1 MAX. \NEER ( w _> U cl� U a dy s/93b U/ Z O J 0 �- N cy-) (0 Z Wo W > cfl 2 W f WQ ° Lo p z� W Z W X00 0 W Oi Ln V - �- N �,.. U) 3 W Li W Q v_ O rY 2 C) z z z a J I p C) I V) O V) w w Ln O 0 a- V) z Q d O 0 N U) z O w co t PRIVATE ENTRANCE STREET 0 39.27' N CURVE � a II ct w w = a ( m WMSP RESIDENTIAL ENTRANCE STREET rn W - 129.02' 134.16' 0 0 39.27' ON CURVE LLI 39.27' ON CURVE �+ � II Flo 1U I-m r- U L6 W o cD NOT TO SCALE 0 a J W r-, p�Ir7 .� 00 00 ON CURVE arm U- 0!00 UO ON CURVE IIUaO IIUOOIIUm ..m�� �U r�U� I.�.�u 110 � (D awn m= 1001 p �� > O O O F__ J L0 r7 I-- LO J w r7 I- m J r� U') W Pei U) m r7 LO F- -! a' r6 F-- U7 J I- to F- U) J L0 F- :M -I U7 F- a w U7 F- a --I F- LO -� O ct LO J st O U0 If) J ° U') O c0 N r7 -j U) M M a r7 00 h M M O r7 1� 00(0 r 7 II r7 ii °O r7 %p - OZ 00 O (0 0)Z U) Q ra W MW L[) - OW sn W8 O� O L6 N) O°(V ((0000 (0t` O� �+ �+ (Lo a U s U C5 d O 0 0 357.. 0i+ Oi OJ /` r_ O01 0iZ �± �_+ �+ �'+ w m + °J .... ....357 �m �J 0)O 1 I + �LJi OJ �J �J �J OJ O-1 - - -- - - - -- - - - -- -- - - -- - - - - + - - -- - : O) t[) LL 0p O) i " r \ �, I 0 U1 r '4- : n N L+- N L� �iL W N C.6 L' N O W - -- -- - -- -- -- -- - -- - - O O . + . U7 . + � M ; . + rn \ . . . . . . . . . . . . . . . . . . . . J t Q1 + N .. . . . . . . . . . . . . . . . . . . . EXISTING :GROUND PROFILE . . . .+ . : +. . a)- . +. . - . . +--. . _ ._ -- - _- .- -- - . -- - -- .--+ . - . . . . -1- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �. � . . g% 00 + \\ `� `O LO AT CENTERLINE _ -: -- -- - - -- �- -- -- - U � `r) 560 .ono : �, - ") - -. - -- -: -- :............355 355:... J -,� - - '- - -- - - -- .i�qo. +0.23 ............................. .;.� �.:...:,......... .. .........:...:. :...;... :...;...:...:...:......:...:.. :...: +0.227a +0.22%' �j.. = :...:... :.. :..._...:...:...:.. DES FL 0 E P /LE - � +0.227o. +0:22 o - -- -- -- . -- - -• -- - 0251. ........ .. : : . ........... .......................... : - - . ........................ +0.25% : DESIGN FLOWL /NE PROF /LE _ 0.49 - - r; _0 52% QES/GN FLON2 /NE:PROF /LE 353 353 :...:... : ................ . .. --- ............. -. _ _- ± .................................................................................................................. ............................... 47 +00 48 +00 49 +00 50 +00 51+00 52 +00 53 +00 54 +00 55 +00 56 +00 57 +00 58 +00 59 +00 60 +00 39.27' ON CURVE 61+00 1. 1 CROSS-GUTTER NORTH FLO WLI N E PROFILE �i � -� (0-,a � it � i m 11 m --� o w a 0,83' ~ w � �' 4 C RvE I- 0133.65' ON ION CURVE ON CURVE ION CURVE I l Lo XN`n o w� IIU �� IIF-I� U�I� 00 a� 000 IX� 0 II�� �rnof Ln p (x(n 11�� IIUto IIU(0 Ila'N 11 a- 't 1* IIw- � II F- r- II ►-0) _j U-) M _j CD M M rn O >O U7 rrj �_ U') W m M W N m N ,-_- m n W 4 m U) Ks U) � L'i fY �.rj U7 I- m W 4 U7 F- 0. O_ .� U-) !- � x �t w L0 � d U) m� �t V) d U') � x .- 4 W � X J 4� LO w� of J LC) Q Z Q CD Z Q � pj N U7 r7 D! r7 -� C� U) r7 H U) I r) r7 r7 O_ r7 M O r7 r7 r7 rr7 r7 co r7 M O n n �t n _ U OZ r`7 C.7 OZ rr7 00 r-c0 N r-N N + _b O Oc0 OZ �Q _ r a �W U LOW LO CDn 600 00 ON N 00 (000 � ON (Dr- O O CDn O� O-t r7 II if) x M U 11 U O OO NO OQ OQ �O On ) C) 01 O �' �' 0i+ =-� �" of , , _ oo v �+ oi+ =-� 00+ 00+ 0i+ °'+ =-° w m + (.i =-� 00� Oo �. +... O� + O� .. C4i ...... 357 357 ... W . �LtJ v° . .\ I . ... .. ... ............................... ..4 ...... �. ............. W O + _ (V ........................ O O O _ _N -- - -- r- 0) O O N / I LL N LL N LL cD . 1L O L L r7 LL -- O - � - - - +' ON-� -- -- -: O J c0 <L O _I c0 L. O (p . . . . o .+ . U7 �� . . + +� ; rn� . +m . . . . . . . . . . . . . . . . . . . 1 +�. +. . . . . . . . . . EX /STING. GROUND PROF /LE. . . .+ . . . . . . . � A_T CENTERLINE_._ +. . O' . . . . . +_ - -_ - �. N _�-__ _ LO - - -._. . -. , -. -- -.+ N - (a -- - +. � . +. r`� U7 +Lp r- _j. . . . . . . . . . . . . . . . _- + .0000 .00000 �� -- - -m- - �- .- � LO �? 1L (c�,l +0.23% - -- -- -... - - - - :... : 355:. �. :...:...:...:...:...:...: . �. - -' ,�. . . \. :...:. :. :... I :...:. :I. :. - - ............................... - - 0 52 6% 3% 5 0.2 ..... . +0.230. . -- • -- ... ..............................: ' 0:2 2 2� +0 22 +0. DE FL F /LE +13.22%. -. -.- : -.- : -. _0.2590. • • I . �e +fl:227 - �DaiSN _ _ _ _ _ - • - ' - 0.2590 :� � � : : : . 6 1 q, FLOKINE PROF /LE . . . . . . . . . . . . . . . . . . . . . - - DESIGN FL OWL /NE PROFILE °. F L 51 +58.46 PI: X- GUTTER . . . . . . . . . . . . . . . . . . . . . . . . .353 353 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �- y+. . 353.80 . 47 +00 48 +00 49 +00 50 +00 51+00 52 +00 53 +00 54 +00 55 +00 56 +00 57 +00 58 +00 59 +00 60 +00 61+00 SOUTH FLOWLINE PROFILE ° ft \NEER ( w _> U cl� U a dy s/93b U/ Z O J 0 �- N cy-) (0 Z Wo W > cfl 2 W f WQ ° Lo p z� W Z W X00 0 W Oi Ln V - �- N �,.. U) 3 W Li W Q v_ O rY 2 C) z z z a J I p C) I V) O V) w w Ln O 0 a- V) z Q d O 0 N U) z O w co t 0 w � a ct w w = a ( m W W 0 0 LLI LL � CL 0 a \NEER ( w _> U cl� U a dy s/93b U/ Z O J 0 �- N cy-) (0 Z Wo W > cfl 2 W f WQ ° Lo p z� W Z W X00 0 W Oi Ln V - �- N �,.. U) 3 W Li W Q v_ O rY 2 C) z z z a J I p C) I V) O V) w w Ln O 0 a- V) z Q d O 0 N U) z O co w a DATE 12/30/2014 i PA JOB No. 13 -2750H SHEET O Q i O Ln N OF 21 SHEETS CONSTRUCTION NOTES CURVE RADIUS Iii F-fl CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. Fl-fl CONSTRUCT 5.5' WIDE COMBINATION SIDEWALK PER C.O.B. STD. DWG. ST -3. 02 CONSTRUCT 5' WIDE STANDARD TYPE SIDEWALK PER STD. DWG. ST -3. FL FLOWLINE STATION = 0.24 AC -FT 0 CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STANDARD PLAN A88A CASE "A ". (LS) PROPOSED LANDSCAPED AREA (BEHIND CURB & GUTTER) SEE LANDSCAPE PLANS 70.00' (SEE TYPICAL WHEELCHAIR RAMP DETAIL ON SHEET 3) 44'21'37" BY OTHERS. C4 ® CONSTRUCT 12' WIDE CROSS- GUTTER PER C.Q.B. STD. DWG. S -35. (CONTRACTOR SHALL COMPACT AREA O F- c' �+ 1000.00' UNDER CROSS- GUTTERS AND A MINIMUM OF 1' EITHER SIDE TO 95% MAX. DENSITY, TO A DEPTH OF 1') ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, 50 CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. NO. D -14 ETC. TO FINISHED GRADE PER CITY STANDARDS. C7 © PROPOSED ROUNDABOUT (SEE SHEETS 18 -21 FOR DETAILS AND DIMENSIONS) ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. 07 PROPOSED 4' WIDE DECOMPOSED GRANITE PATH (SEE SHEET 3 FOR DETAILS) 89'24'04" 24.74' O > ® PROPOSED 8' WIDE CONCRETE MULTI -USE TRAIL (SEE SHEET 3 FOR DETAILS) O J INSTALL HOLOPHANE "GRANVILLE" PREMIER LED LUNAR (5 LED -4K 60W E9 "x6" 8919'56" ARRAY) WITH 12 FT. HAMILTON ALUMINUM POLE OR EQUIVALENT AS 25.00' PROPOSED 6 CONCRETE MOW CURB (SEE SHEET 3 FOR DETAILS) 90'42'30" APPROVED BY CITY ENGINEER. C12 10 CONSTRUCT TYPE 'M' MEDIAN CURB PER C.O.B. STD. DWG. NO. ST -18 (SEE SHEETS 15 -17 FOR DETAILS -C> INSTALL HOLOPHANE "GRANVILLE" PREMIER LED LUNAR (5 LED -4K 8OW 25.00' AND DIMENSIONS) -" ARRAY) WITH 14 FT. HAMILTON ALUMINUM POLE OR EQUIVALENT AS . O J +L_ d + APPROVED BY CITY ENGINEER. o W Y ry 0 QW - - - - - - -- F1 I- X 4 (n W 0 - Z � I N :D - - - Ll- 1­1 - 87 - -I� -- - cn; CURVE RADIUS Iii SUMP f-i SUMP BOTTOM I� J� SUMP HIGH WATER = 352.7 94.24' VOLUME PROVIDED = 0.24 AC -FT O VOLUME REQ'D = 0.13 AC -FT C3 70.00' o w' 44'21'37" 28,54' C4 60.00' 52.05' O F- c' �+ 1000.00' m 13'31'13" 0�1 O U O m � � 114.16' Z 71.44' C7 O of 10'43'58" _I W C8 25.00' N 00 89'24'04" 24.74' O > 25.00' 39.54' O J 25.28' 0 � 38.98' 8919'56" rn C11 25.00' C) 90'42'30" 25.31' C12 25.00' 39.52' cq 25.25' FUTURE PARK SITE 25.00' 39.96' -" 25.70' . . . . / '® . O J +L_ d + .O . . . . . . + o W (BY SEPARATE PLANS) EX /STING GROUND PROFILE ± L°Ci j N� 3 N :. CE/VTfRLlN. . . . . . �� . . . . . . . . . . . . . . . . . . . . . . . . . . . FUTURE FLOWLINE PROF /LE _ _A_T / -1 353 ........:..... FUTURE TRACT 7248 d' U +0:25% +n.25°:. m (BY ...........................:353 C3 DES /GN: FLOKINE PROFILE 9 TEMPORARYSUMP . j ......... 0 7 ............................... SUMP BOTTOM + �TYP � - - - ..................... i � C2 ............................351 2 47 +00 48 +00 49 +00 50 +00 Lp !.mom co Y ry 0 QW - - - - - - -- F1 I- X 4 (n W 0 - Z � I N :D - - - Ll- 1­1 - 87 - -I� -- - cn; u � U m o O U ai w N (o d- 0 O + (m (m00 d. + 0 44 110 J Lq rn r� 0 (0+ �Lo lf� � M 0 0 Lo W I NDERM SEE S RE STR ! HEET � EET r C4 I 1 (LS) 6 � `�1 I � 5•,313 REPS LS) 1 1 1 S�E � V) 04 z r-, Q H a- 0 Ld �Q/�/ Q � Q W W Ln F_ =) m LL O CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -13. 0 EXISTING SURVEY MONUMENT - PROTECT IN PLACE. OS SEWER MANHOLE © SEWER CLEANOUT OO STORM DRAIN MANHOLE -- RIGHT -OF -WAY SEWER - STORM DRAIN -`L - - EXISTING EDGE OF PAVEMENT CURVE TABLE CURVE RADIUS TEMPORARY SUMP f-i SUMP BOTTOM = 351.2 w SUMP HIGH WATER = 352.7 94.24' VOLUME PROVIDED = 0.24 AC -FT O VOLUME REQ'D = 0.13 AC -FT C3 70.00' 54,20' 44'21'37" 28,54' C4 60.00' 52.05' 49'42'22" F- c' C5 1000.00' m 13'31'13" 118.54' O U O m 75.00' 114.16' N 71.44' C7 O 192.75' 10'43'58" n O C8 25.00' 00 + 89'24'04" 24.74' O + 25.00' 39.54' � U- u � U m o O U ai w N (o d- 0 O + (m (m00 d. + 0 44 110 J Lq rn r� 0 (0+ �Lo lf� � M 0 0 Lo W I NDERM SEE S RE STR ! HEET � EET r C4 I 1 (LS) 6 � `�1 I � 5•,313 REPS LS) 1 1 1 S�E � V) 04 z r-, Q H a- 0 Ld �Q/�/ Q � Q W W Ln F_ =) m LL O CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -13. 0 EXISTING SURVEY MONUMENT - PROTECT IN PLACE. OS SEWER MANHOLE © SEWER CLEANOUT OO STORM DRAIN MANHOLE -- RIGHT -OF -WAY SEWER - STORM DRAIN -`L - - EXISTING EDGE OF PAVEMENT CURVE TABLE CURVE RADIUS LENGTH DELTA TANGENT C1 971.00' 187.90' 11'05'15" 94.24' C2 60.00' 51.03' 48'43'44" 27.17' C3 70.00' 54,20' 44'21'37" 28,54' C4 60.00' 52.05' 49'42'22" 27.79' C5 1000.00' 235.97' 13'31'13" 118.54' C6 75.00' 114.16' 8712'45" 71.44' C7 1029.00' 192.75' 10'43'58" 96.66' C8 25.00' 39.01' 89'24'04" 24.74' C9 25.00' 39.54' 90'37'47" 25.28' C10 25.00' 38.98' 8919'56" 24.71' C11 25.00' 39.58' 90'42'30" 25.31' C12 25.00' 39.52' 90'34'31" 25.25' C13 25.00' 39.96' 91'35'01" 25.70' MUIRLANDS PARKWAY Q CONSTRUCT MIN. 0.30' TYPE "A" A.C. PAVING OVER MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GRID. HORIZONTAL: 1"=50' COMPACTED TO 95% MAX. DENSITY VERTICAL: 1 " -- 2' 11=6.0 R =48 11 U � W J 00n 0� Lo + 0 CAMPUS PARK DRIVE SEE SHEET co 1-1 6 i co m Q I J I W Q 1Y Q W 0- W 1 LL' m LL 1 Ill I CAMPUS PARK DRIVE (EXISTING) O O U W � 0 r,-) Lo 6+ Ln o + O LJl- ci U 0tLlw w0U U w o w F m O - a z w° w a Z u� w I cn m= Z H w a o co I 120' a=Q� zwoozo m Lo cn o m F r ) Cfl - - - - - - - - - - -� 2 ccnOz Jcncnv L/J 0 O uj Z -�- 'Zzm LO (LS) nlv� w=Owa W CnU�LL } N 1 ��w= Q W Ld � z rwr- cn°0o°~ > U y`�Q hFQ a 46+53.91 0a ° ° =�rw�iwz U W oz °za' =0E a~ -0 rA N X W m3u �oznmw �0/� `r- Q ono cnw�nw0u�uimz� vJ W M 1 Ld 65 3: � °= czi, it cE * *= GRADE TO DRAIN I 0 W LLI o=aO�F�zZO `/�, W (LS) -- I - _J (n w u- tz z C:e o m Ax W N M °° a w° z o a W Z a) o Z °� z 2 w _j 9 z> - - - - - -- - -- --J Q °wn=U ~o° U to ti avauwi�- cn°zoa z �. co CONSTRUCT TEMPORARY TURNAROUND (PAVING, Z° "' u' u' o w Q Q W W A.C. DIKE, ETC.) PER C.O.B. STD. DWG. T -24 TEMPORARY TURNAROUND EASEMENT TO BE g a a C Lu o ° u' �- N Qo DEDICATED TO THE CITY OF BAKERSFIELD BY = uz, F az Lu a o w N O SEPARATE INSTRUMENT, OR ON FINAL MAP. z w cn cn o LL QWM* TFHPoner -Y -(UIZkSA R o4 Mt, v? n m- °; W o W E o EA +c .K was D�01G11TE0 Onl pM 12100 a E o > Q O ° �, - 0 0 r cnw ° �zavzncn ^ TEMPORARY z�oW °oar =0 can= wwo�° N, ZaQ °o TURNAROUND "All ofz~ =ofw< z o U) f o��0wW =Wom owwcn� L W aOtLz >�nmQ� >co0E- cnOcn- HORIZONTAL: 1 " =50' °ma co o U w � ° a fn W W o o W z< wn -W 22�0_20CL W Z� I- 1- °dry °o:a� II I! 11 V) 'cq ` II NIU 11 of Jm'Z 11 w Ii 10,4 C� II N JZ N W �m JW J Z Jm _j :2 1M JW O+ Lq 0) po ro 00 ma M o > 0 o Lr( II to : N '-.� 'r '- I.c� Lq N w CL 0 dpi � m :gym J\ U-) Lo J a I In Lu r7 0 U- ON_ 4+ ON 4+ OLLJ ISM cDLql� Off' +' OUIO _c) m LLj N CD O r7 0 0 r7 -N� 354:........... �- W aim +O � p 00 0�i CND O I� \ to + 0 � 1 CD Lo 355 .............m U r-i m Ln N co Nom ' d �' �; ``' Ln W r4 355 o Z . . . . / '® . O J +L_ d + .O . . . . . . + . . . . . . . . . . . . . . . . . . . . o EX /STING GROUND PROFILE ± L°Ci j N� 3 N :. CE/VTfRLlN. . . . . . oo . . . . . . . . . . . . . . . . . . . . . . . . . . . FUTURE FLOWLINE PROF /LE _ _A_T -_ -1 353 ........:..... FUTURE TRACT 7248 +0.25 %.:........ +0:25% +n.25°:. (BY ...........................:353 DES /GN: FLOKINE PROFILE TEMPORARYSUMP . j ......... ............................... ...... ............................... SUMP BOTTOM =351.2 �TYP 351- - - - - ..................... ............................... 2 (FUTURE) ............................351 2 47 +00 48 +00 49 +00 50 +00 51+00 !.mom co NORTH FLOWLINE PROFILE C8 -- Cg - -- Z Cv 1 12 +97.89 _ wT. - 114.16' I- -- - - - - -- - - -- 14 - _ Ld Ln U w M 11� 4 S00.57'41 "W 12 1 5 ON CURVE - �- 1 O O o > II •1U m U = oi + m W (p J --------------------- - - - - -° -- - - - 355 r\ co b- z! Lo O (o 2 (FUTURE) 355 ........ o�1 ............... + .............�E,;............................................ rn m EXISTING -GROUND PROFILE o 0+0 NOTE "C" BELOW . A T 'CENTERLINE • ' ' . _ /// . (J7 - - T _ _ Lz _ FUJURE'FLOWL/NE PROFILE 353:....... :.1.: :...:. :...:..... - - 7+5755% ...:...:. +0.25%. :...:...:...:...:353 ES/GN FLOWLINE PROF /LE TEMPORARYSUMP../ ............................................. ............................... SUMP BOTTOM =351.2 ...................... ............................... ............................351 47 +00 48 +00 49 +00 50 +00 51+00 SOUTH FLOWLINE PROFILE 11 U � W J 00n 0� Lo + 0 CAMPUS PARK DRIVE SEE SHEET co 1-1 6 i co m Q I J I W Q 1Y Q W 0- W 1 LL' m LL 1 Ill I CAMPUS PARK DRIVE (EXISTING) O O U W � 0 r,-) Lo 6+ Ln o + O LJl- ci U 0tLlw w0U U w o w F m O - a z w° w a Z u� w I cn m= Z H w a o co I 120' a=Q� zwoozo m Lo cn o m F r ) Cfl - - - - - - - - - - -� 2 ccnOz Jcncnv L/J 0 O uj Z -�- 'Zzm LO (LS) nlv� w=Owa W CnU�LL } N 1 ��w= Q W Ld � z rwr- cn°0o°~ > U y`�Q hFQ a 46+53.91 0a ° ° =�rw�iwz U W oz °za' =0E a~ -0 rA N X W m3u �oznmw �0/� `r- Q ono cnw�nw0u�uimz� vJ W M 1 Ld 65 3: � °= czi, it cE * *= GRADE TO DRAIN I 0 W LLI o=aO�F�zZO `/�, W (LS) -- I - _J (n w u- tz z C:e o m Ax W N M °° a w° z o a W Z a) o Z °� z 2 w _j 9 z> - - - - - -- - -- --J Q °wn=U ~o° U to ti avauwi�- cn°zoa z �. co CONSTRUCT TEMPORARY TURNAROUND (PAVING, Z° "' u' u' o w Q Q W W A.C. DIKE, ETC.) PER C.O.B. STD. DWG. T -24 TEMPORARY TURNAROUND EASEMENT TO BE g a a C Lu o ° u' �- N Qo DEDICATED TO THE CITY OF BAKERSFIELD BY = uz, F az Lu a o w N O SEPARATE INSTRUMENT, OR ON FINAL MAP. z w cn cn o LL QWM* TFHPoner -Y -(UIZkSA R o4 Mt, v? n m- °; W o W E o EA +c .K was D�01G11TE0 Onl pM 12100 a E o > Q O ° �, - 0 0 r cnw ° �zavzncn ^ TEMPORARY z�oW °oar =0 can= wwo�° N, ZaQ °o TURNAROUND "All ofz~ =ofw< z o U) f o��0wW =Wom owwcn� L W aOtLz >�nmQ� >co0E- cnOcn- HORIZONTAL: 1 " =50' °ma co o U w � ° a fn W W o o W z< wn -W 22�0_20CL W Z� I- 1- °dry °o:a� II I! II I' II NIU 11 of Jm'Z 11 w Ii 10,4 C� II N OU �m JW J Z Jm _j J Z JW O+ Lq 0) po ro 00 ma M Lr( Ld cz i 001 n �� lO 0 dpi � m :gym Lu r7 0 U- ON_ 4+ ON 4+ OUZO -U m 001 -+ N N� OZ Off' +' OUIO _c) m LLj O> �� CD M ro m r J o! . . EXISTING GROUND PROFILE AT CEVTERLINf �n §i -N� 354:........... �- ( � aim 0�! 00 0�i CND O 0_i �_j r- 0 '7 N N r-i m Ln O . . . . . � N � L° o Z . . . . / '® V) SLOPE 2.1 TO NAT. ORD. 0 LLJ ± + N� 3 N M MT oo I -1 0 rn FUTURE TRACT 7248 ` (BY SEPARATE PLANS) FLm.as_ �- j r � I i � SEE NOTE r ► � � "C" BELOW �TYP 2 (FUTURE) 2 (FUTU�E) C8 -- Cg - -- - - - -- 1 12 +97.89 _ wT. - 13 I- -- - - - - -- - - -- 14 - ° �S) 11� 4 S00.57'41 "W 12 1 5 5 - �- 1 - --------------------- - - - - -° -- - - - - -- -_ Lo 2 (FUTURE) NOTE "C" BELOW DEYE�oPM�i�tr FUTURE (BY SEPARATE PLANS) NOTE "C ": SIDEWALK ALONG MAGENTA DRIVE AS SHOWN SHALL BE DEFERRED UNTIL CONSTRUCTION OF TRACT 7248. 04 � II II Jm'Z m II OC U Z (if- OU 0 O OW m Lu N L`•r�mN �Nl� 00 N +j0 � ro O+ Lq 0) po ro M O M MAGENTA DRIVE CONSTRUCT MIN. 0.20' TYPE "A" A.C. PAVING OVER MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GIRD. COMPACTED TO 95% MAX. DENSITY TI =4.5 R =48 39.01'_ 39.54' ON WN _ I I ON omm 11cr(owr 00wr7 11 wires 11c�Ln00 11 of -1U O W O U 00 .-.0 co -�N 1;4-C,4 ^U F- M � N r7 W N � w N � N N F- m O� r7 0'M r7 r7 O� r� Om!I"7M J� ON X 0cV C) _j-1 00 r7 O W T r 00 M . Z m 00 0LL_ O 0 -J'; N 0J' N N M Lp O L`' + +• + (V + N .- N . . . . . . . 1. . . . . . . . . LL. . . . . . �- -z HORIZONTAL: 1"=50' VERTICAL: 1"=2' 38.98' 39.52' 39.58' ON� of m II OC 0 US ^UN o Ii (If 1\ ^U m Lu N L`•r�mN O� Jr�_ M N r7 ro NO M O M Lr( CD OBI cz i 001 n �� lO 0 dpi � m :gym 356 r7 0 U- .................. .L `` N N� OZ 356 . CD M ro m r J o! . . EXISTING GROUND PROFILE AT CEVTERLINf 354:........... �- 39.01'_ 39.54' ON WN _ I I ON omm 11cr(owr 00wr7 11 wires 11c�Ln00 11 of -1U O W O U 00 .-.0 co -�N 1;4-C,4 ^U F- M � N r7 W N � w N � N N F- m O� r7 0'M r7 r7 O� r� Om!I"7M J� ON X 0cV C) _j-1 00 r7 O W T r 00 M . Z m 00 0LL_ O 0 -J'; N 0J' N N M Lp O L`' + +• + (V + N .- N . . . . . . . 1. . . . . . . . . LL. . . . . . �- -z HORIZONTAL: 1"=50' VERTICAL: 1"=2' 38.98' 39.58' ON -1 I ON MW r- 0' U 0n rC ca 0 o Ii (If 1\ ^U 0) 11 1 �o Il V) ; 'if `4 r- N L`•r�mN Jw'N J NN JW N r7 ro NO M I L0 Lo to m r) n_ W M CD OBI cz i 001 4 + --to 0 dpi � m :gym 0J �r- ZO0� `` N N� OZ 356 . M M ro m r J o! . . EXISTING GROUND PROFILE AT CEVTERLINf . 354 . . . . . . . . . . . . . . . . . . . .Li . . . . / '® SLOPE 2.1 TO NAT. ORD. o ` ! / f_ UTURE FLOWL/NE PROFILE j� 0:24% ' 0:05 : DESIGN FLOWL /NE PROFILE. : : -p 5 ' -0 539;1 -- - - - 1° _ - 0.26% +0.21.% :352 352 .................... : .- •X190. : : : i 0.25% :- 0.25 %. . 10 +00 11+00 12 +00 13 +00 14 +00 39.96' CiNi1E ON WEST FLOWLINE PROFILE 0_ r` 11 c 1^ it ro m p r- 0 11 cn •- U ^() O ^N U i ACV r0 N .-.F- LIB m�0 �wIN F-r7 � ,NN F-Z N m0 -stn J ilnln m'WILn m i1'7 r7 mjM ui M C:) ON Lo OUIJA 000 + r7 J�L�L� i� Ow' �. . . . . . . . . . . . . . . . . .N . . . . . . . . . . . . 356 . . . . . . . . . . . . . . . . . .,. � .Y� . . . . . . .356 �LL. rrj CVN pZI 0 N r,-) � ro . .r EXISTINC CROUND PROF /LE � T . . . . _ - - _. 01- = - _ - . . _ . .. A T CENTERLINE _ _ I // cn 354 .............. . _ - -_____ - :354 y - T DESIGN FLOWL /NE.PROF / LE : : : : ' L / SLOPE :0 2. 1 TO NAT. GRD. 1 10q / FUTURE FL OWL /NE PROFILE ........... .... .... ............. ............ .. ... /..... ....... -0.347 : _ -0.20% .+0.3G7- 352............: .................... ........ :............352 10 +00 11+00 12 +00 13 +00 14 +00 EAST FLOWLINE PROFILE 0 W w U- L11 Q 0 a LL L W = W Z J m W W w w w o a a o a 00 d0 Q J � a � La � _> v Ld O c- (2 /0 3 8 U) Z c) z J O D �. >- 0 Z �z W Q �- W Q CL VJ 0 0w F__ L.L �I z I L7 < W W�> Z, r) w < N N 3 w_ Li W 0 G' L 7 L.L W z a z V a r^ i G M 0 i rn 0 0 cn I- w w O O N CL z z co Q o n_ �5 O i o Lu a DATE 12/30/2014 PA JOB No. 13 -2750H SHEET O Q E 0 Ln N OF 21 SHEETS CONSTRUCTION NOTES F-1-1 CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. 72 CONSTRUCT 5' WIDE STANDARD TYPE SIDEWALK PER STD. DWG. ST -3. F3 i CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STANDARD PLAN A88A CASE "A ". (SEE TYPICAL WHEELCHAIR RAMP DETAIL ON SHEET 3) CONSTRUCT 12' WIDE CROSS- GUTTER PER C.O.B. STD. DWG. S -35. (CONTRACTOR SHALL COMPACT AREA ® UNDER CROSS- GUTTERS AND A MINIMUM OF 1' EITHER SIDE TO 95% MAX. DENSITY, TO A DEPTH OF 1') F5 CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. NO. D -14 © PROPOSED ROUNDABOUT (SEE SHEETS 18 -21 FOR DETAILS AND DIMENSIONS) 07 PROPOSED 4' WIDE DECOMPOSED GRANITE PATH (SEE SHEET 3 FOR DETAILS) ® PROPOSED 8' WIDE CONCRETE MULTI -USE TRAIL (SEE SHEET 3 FOR DETAILS) 09 PROPOSED 6 "x6" CONCRETE MOW CURB (SEE SHEET 3 FOR DETAILS) 10 CONSTRUCT TYPE 'M' MEDIAN CURB PER C.O.B. STD. DWG. NO. ST -18 (SEE SHEETS 15 -17 FOR DETAILS AND DIMENSIONS) l 1-1 CONSTRUCT 5.5' WIDE COMBINATION SIDEWALK PER C.O.B. STD. DWG. ST -3. FL FLOWLINE STATION (LS) PROPOSED LANDSCAPED AREA (BEHIND CURB & GUTTER) SEE LANDSCAPE PLANS BY OTHERS. ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. TO FINISHED GRADE PER CITY STANDARDS. ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. -(D- INSTALL HOLOPHANE "GRANVILLE" PREMIER LED LUNAR (5 LED -4K 60W ARRAY) WITH 12 FT. HAMILTON ALUMINUM POLE OR EQUIVALENT AS APPROVED BY CITY ENGINEER. 110 d 11 N -' M -C> INSTALL HOLOPHANE "GRANVILLE" PREMIER LED LUNAR (5 LED -4K 80W ARRAY) WITH 14 FT. HAMILTON ALUMINUM POLE OR EQUIVALENT AS APPROVED BY CITY ENGINEER. In 2� LIVERPOOL WAY HORIZONTAL: 1"=50' VERTICAL: 1"=2' CONSTRUCT MIN. 0.30' TYPE "A" A.C. PAVING OVER MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GRID. COMPACTED TO 95% MAX. DENSITY TI =6.0 R =48 \� RADIUS LENGTH 47.12' FUTURE 1.. TRACT 7246 110 d 11 N -' M II0Lo00 ^N IIUN 00 cD ^1�J III^ M ^m 0_^ M W (BY SEPARATE PLANS) J U J� I u) J ``' Lo Lo J Lo J In L i cv ro - w EXISTING GROUND PROF /L E C4 650.00' \ po OMON co AT CENTERLINE oU�� - - - -.__ - - --` -- o� °OP-i� 90'00'00" v N+ N� -� ---- - - - - -- NUU-LC - 47.67' 91'02'30" 30.55' C7 358 - -` _ -- `.00 Q� cV+ cNV'+ C8 33.00' ......... -_,� -- 22'25'35" L- C9 20.00' 29.86' 85'33'20" 18.51' C10 20.00' 1 29.52' 84'34'39" 18.19' C11 672.00' 4 : \ 12 1 C4 /' � tl �n . . . . . .+ CD . + . . . . \ . REMOVE EXISTING STREET BARRICADE. m L0 0-' LO Q' m LO� - , - - -- - - - �h (BY SEPARATE PLANS) w ! °O� I - EXISTING GROUND PROF /L E (3 M n - -- - C) , po :...:�. w .....357 ATCEti'TERLINE - - - -.� o .____ - - - - -- _ - o+ �o o`er 358........ N1� N� __- -. -_ ___�_---- N N- �� N N� Nl .. 358 T ___ co + U .�� o� � � z C� - 0.50% t � ................... F NN .00- . ................. +0 20% t /i/ . O+ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . :N _3 . . . . . . . . . . . . . . . . . . . . . . . . ... . . .. . . . . . . . . I �• . . . . . . . FUTURE COMMERCIAL ��I OOU . . . . $ �2' 602, f 356 :...:....1....... (NOT A PART) ............................... w .. .:`.. :. ,...:...:356 m i �_ / q �STO� NN L ^N DESIGN FLOWLINE PROFILE EE q o W N NCQ w 00 Z Z +0.20% R�Oy Y °+ C6+ o C m� o w T L 354 ........................................... N 0_ ......... ...................354 � O + 10 +00 I �� 13 +00 14 +00 15 +00 + TI 0 0 3 O ! c%4 + 00 p L0 _N N J � L� 3 2� LIVERPOOL WAY HORIZONTAL: 1"=50' VERTICAL: 1"=2' CONSTRUCT MIN. 0.30' TYPE "A" A.C. PAVING OVER MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GRID. COMPACTED TO 95% MAX. DENSITY TI =6.0 R =48 OO CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -13. 0 EXISTING SURVEY MONUMENT - PROTECT IN PLACE. O SEWER MANHOLE © SEWER CLEANOUT 0 STORM DRAIN MANHOLE - - RIGHT -OF -WAY SEWER STORM DRAIN - -'- EXISTING EDGE OF PAVEMENT ti N, !i1 N RP o0` WAY +0 00 SEE of f l LL_ �I /)1 CA I �w J Lo O `N OR N + L+ Ln J 00 u- N 1 Lo 1 0 1 FUTURE COMMERCIAL (NOT A PART) CURVE TABLE CURVE RADIUS LENGTH 47.12' TANGENT ON CURVE 110 d 11 N -' M II0Lo00 ^N IIUN 00 cD ^1�J III^ M ^m 0_^ M W � J U J� I u) J ``' Lo Lo J Lo J In L i cv ro - w EXISTING GROUND PROF /L E C4 650.00' \ po OMON co AT CENTERLINE oU�� - - - -.__ - - --` -- o� °OP-i� 90'00'00" v N+ N� -� ---- - - - - -- NUU-LC - 47.67' 91'02'30" 30.55' C7 358 - -` _ -- `.00 Q� cV+ cNV'+ C8 33.00' ......... -_,� -- 22'25'35" 6.54' C9 20.00' 29.86' 85'33'20" 18.51' C10 20.00' 1 29.52' 84'34'39" 18.19' C11 672.00' Ln : \ 215.74' c� �O . . . . . . . . . . . . . . . . .O+u. . . . . . . . . . . . . . . . . . . . . . . . . . N. J �n . . . . . .+ CD . + . . . . \ . REMOVE EXISTING STREET BARRICADE. m L0 0-' LO Q' m LO� - , - - -- - - - �h (BY SEPARATE PLANS) w ! °O� I - EXISTING GROUND PROF /L E OO CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -13. 0 EXISTING SURVEY MONUMENT - PROTECT IN PLACE. O SEWER MANHOLE © SEWER CLEANOUT 0 STORM DRAIN MANHOLE - - RIGHT -OF -WAY SEWER STORM DRAIN - -'- EXISTING EDGE OF PAVEMENT ti N, !i1 N RP o0` WAY +0 00 SEE of f l LL_ �I /)1 CA I �w J Lo O `N OR N + L+ Ln J 00 u- N 1 Lo 1 0 1 FUTURE COMMERCIAL (NOT A PART) CURVE TABLE CURVE RADIUS LENGTH DELTA TANGENT C1 86.00' 192.81' 128'27'19" 178.12' C2 33.00' 14.12' 24'31'12" 7.17' C3 628.00' 346.14' 31'34'48" 177.59' C4 650.00' 454.59' 40'04'17" 237.04' C5 30.00' 47.12' 90'00'00" 30.00' C6 30.00' 47.67' 91'02'30" 30.55' C7 33.00' 49.26' 85'31'32" 30.52' C8 33.00' 12.92' 22'25'35" 6.54' C9 20.00' 29.86' 85'33'20" 18.51' C10 20.00' 1 29.52' 84'34'39" 18.19' C11 672.00' 417.50' 35'35'49" 215.74' II x J = U oF_ oa N-�, Lr)w �L0 + 00 +L0 J LL_ o_ U �3 \\ C1 .ac:,o wO. U W p , m 0 J W ZUtnw W ZLLF¢- Z C) cwi,m =z� W ¢�ij L M w=¢c) Zww�O �,o m�,� O L1) cfl U) SO J =�U Lu O _ W �w1�QZ -w!1¢i Z 0 w=o= =w,,o LL W2xE,. �'- �- N Lu c� cn0000 - Q > (� r Qa0 0�t LIJ -<=wz U LD (c) � ¢�O ���amw to N x o �Q W Y �W �"'� Z : i1 L LL < �� \♦ �` WZ�o�oLDo =� O W Z¢ w W HcnO v! ? Q m Q�=ozw�oom N W 00 C�oozL , W LU o o Z zF-p�wp W ¢�00 o u) 2 U- U� U) 0 w w w w C mz Q N Z j M W W O a z a j O Q F_ Uv1ZOw~�QOQ0O CO ................................................... Q wWLL 0WW0 O O w W _ F- U U z O O Z ¢ C1 rn C O w O p E ......359 2 o 0_ �- J U J o O � C7(nW2�Z¢QOp Zp2UU, W= W LL � 7.67' -- : � tXISTINO' GROUNP PROFILE 0wO WW¢ z� �O I� ON CURVE 0 0 r W W wZ J 0 m LJ¢OLL >�mQ� L Z 0muw,UC�zZz�w ON CURVE Qw�wwcJ,_oj CONSTRUCTION NOTES o 1 CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. 11 221 CONSTRUCT 5' WIDE STANDARD TYPE SIDEWALK PER STD. DWG. ST - -3. FL 0 CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STANDARD PLAN A88A CASE "A ". (LS) (SEE TYPICAL WHEELCHAIR RAMP DETAIL ON SHEET 3) CONSTRUCT 12' WIDE CROSS— GUTTER PER C.O.B. STD. DWG. S -35. (CONTRACTOR SHALL COMPACT AREA UNDER CROSS— GUTTERS AND A MINIMUM OF 1' EITHER SIDE TO 95% MAX. DENSITY, TO A DEPTH OF 1') F5 CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. NO. D -14 © PROPOSED ROUNDABOUT (SEE SHEETS 18 -21 FOR DETAILS AND DIMENSIONS) ❑7 PROPOSED 4' WIDE DECOMPOSED GRANITE PATH (SEE SHEET 3 FOR DETAILS) ® PROPOSED 8' WIDE CONCRETE MULTI —USE TRAIL (SEE SHEET 3 FOR DETAILS) F9 PROPOSED 6"x6" CONCRETE MOW CURB (SEE SHEET 3 FOR DETAILS) 10 CONSTRUCT TYPE 'M' MEDIAN CURB PER C.O.B. STD. DWG. NO. ST -18 (SEE SHEETS 15 -17 FOR DETAILS AND DIMENSIONS) CONSTRUCT 5.5' WIDE COMBINATION SIDEWALK PER C.O.B. STD. DWG. ST -3. FLOWLINE STATION PROPOSED LANDSCAPED AREA (BEHIND CURB & GUTTER) SEE LANDSCAPE PLANS BY OTHERS. ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. TO FINISHED GRADE PER CITY STANDARDS. ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. -o— INSTALL HOLOPHANE "GRANVILLE" PREMIER LED LUNAR (5 LED -4K 60W ARRAY) WITH 12 FT. HAMILTON ALUMINUM POLE OR EQUIVALENT AS APPROVED BY CITY ENGINEER. -C> INSTALL HOLOPHANE "GRANVILLE" PREMIER LED LUNAR (5 LED -4K 80W ARRAY) WITH 14 FT. HAMILTON ALUMINUM POLE OR EQUIVALENT AS APPROVED BY CITY ENGINEER. OO CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -13. ® EXISTING SURVEY MONUMENT — PROTECT IN PLACE. Os SEWER MANHOLE © SEWER CLEANOUT ® STORM DRAIN MANHOLE - - RIGHT -OF -WAY SEWER -- - -- — STORM DRAIN — EXISTING EDGE OF PAVEMENT CURVE TABLE I I I FUTURE TRACT 7247 o (BY SEPARATE PLANS) I DELTA ITANGENT Cl 25.00' 39.27' 1 90'00'00" 1 25.00' , 0 W Z O O it 11 M CL II i �- I, 10 +00.00 - + 11 z C) o Z D - ° } w Lu ¢EO ��°Qm� °W 0 06 �Q I I I I I I I I I I / I I I I I I I CURVE TABLE CURVE RADIUS LENGTH I DELTA ITANGENT Cl 25.00' 39.27' 1 90'00'00" 1 25.00' r� U Jm, �: °ac>O m0 LL J Go PARK SQUARE DRIVE ,± (SEE PARK SQUARE DRIVE Ln� ��/^�^ VJ O STREET PLANS) W Z O «� N } M r c13 < W > U + (0 z C) o Z D - ° } w Lu ¢EO ��°Qm� °W 0 06 �Q ui uiw O i i1 L LL U) U o°occ ww�jpv�=csn� 3 I a II 3 ��= °Ovri�zpzpw ° W L ,.�i( V�J Z N O ¢�o�w =0o0° 0 II W 3 U 1 YI• '----- -- - - -- - - - - �I V) \ \I �I al 5'1 Ii 1 5' 32 "W Di� i —: 16' I I I S/w m 0 z w v o- a °ac>O m0 LL J S U w r O W(�W La z o w cn m � w w¢ H° 'o UZ a 'r J r LL Z 0) L0 �c2n�wZ� >F�Q co LL KooJ ��/^�^ VJ O =�„� wo�22� Jcn2�zm W Z O w =0 = =wcnU <= } M (D I— ou, or c13 < W > U sa���zvo� o!a00�w¢�cnC� (0 ¢oarsQ��� W Z ° z U D' Z t'- O C) o Z D - ° } w Lu ¢EO ��°Qm� °W 0 06 �Q U W W UJ m Z 0 i i1 L LL U) U o°occ ww�jpv�=csn� vJ z °wZWCnx,wrcnO Q m N ��= °Ovri�zpzpw ° W W LL Z J o O z< <� o -o q ,.�i( V�J Z N O ¢�o�w =0o0° 0 dUdNF -`nz0 N z .-. c'ri z z= p¢ O LL] W r LL Z LL r w> °( x awOzSU °zz° F_ N c0 USUwHZ Lou ¢Q W r Z W 3: Q- n U O Cfl LL Z- 0?° m r W W O w LL N cLLi�w.sz¢wzo0 0n ° _j10>-OLLX�=2 0- Q JO =UOo_orr W, I> cn= 2 C7 (n W 272¢¢0° LL O.' LL Z r 2> ° J Or K 2' w 2 W ZO ° xw OwwcnJ�D w¢°wz &5U) n fy LL] Co w O W Z J? 0¢ m ¢of J, LL) U §p->r W W UO W Z¢(f)> -Cn 2 2 SQ ci� 2 0o� w z 2 r r° a r 0 0 x< NOTE "A ": VERIFY EXISTING LOCATION AND ELEVATION IN FIELD, PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER IF THERE ARE ANY DISCREPANCIES. o v o NOTE "B ": CONTRACTOR SHALL SAWCUT AND REMOVE C�j EXISTING CURB, GUTTER, PAVEMENT AND SIDEWALK FOR THE PROPOSED CONSTRUCTION SHOWN. CONTRACTOR rn + HORIZONTAL: 1"=50' SHALL VERIFY 1.5% (MIN.) SLOPE ALONG ASPHALT. � r + VERTICAL: 1"=2' CELESTIAL COURT CONSTRUCT MIN. 0.20' TYPE "B" A.C. PAVING OVER MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GRD. COMPACTED TO 959 MAX. DENSITY TI 4.5 R =48 39.27' I ON CURVE 0� rn -� W U-) CD O C Lo 07 J OC] V'- 358 . .358 EXISTING GROUND PROF /LL _ A I CZ N TERI IN 356: ... ............. :356 FUTURE. FL OW INE.PROF /L_E� .:. :. - k1 b2 0 SEE NOTE "A ABOVE (4- 0.2.. 354. .354 9 +00 10 +00 11+00 12 +00 13 +00 358 NORTH FLOWLINE PROFILE 39.27' a ON CURVE U w w Z �co,4 w rn ul 0 C) N Z w 3: Lo I•- 0) _j .00 .358 + EX /STING GROUND PROF /LE _ = . . . . . . . . . . - A T CENTER W 356 : .-....•....•....•.. ..•.I ....... I .................. . . :356 . . . . . . FUTURE. FlO.WL /NE. PROF/L•E . :. . . . ; . . +p,.53 0 SEE NOTE "A ". ABOVE, 354 . ..... ............................... ............. .354 9 +00 10 +00 11+00 12 +00 13 +00 SOUTH FLOWLINE PROFILE H Q � w a w w Z = J � Z w 3: I•- g w LLJ IL Lu o a � ¢ o w d 00 Ldp C/) a° W > U d p U O Cry S/03� Z O D JO 0 Z w QU) � J wQ �w > U O � 1 W CL c 6 >< Lo �� G Q -i CD U� N o I— 0 Li W 0 WQ 0 o z z a L.L J I 0 U I 0 0 N r- w Li 0 O N i z z Q O o > o_ w N DATE 12/30/2014 PA JOB No. 13 -2750H SHEET E 0 Q E 0 Ln N OF 21 SHEETS ROADSIDE SIGN & PAVEMENT DELINEATION NOTES 1. TRAFFIC STRIPING, PAVEMENT LEGENDS, & RECESSED MARKERS SHALL BE PER CALTRANS STANDARD PLANS AND SPECIFICATIONS DATED MAY 2006 AND THE CALIFORNIA MUTCD 2010 EDITION, DATED JANUARY 21, 2010. 2. PAINTING PROCEDURES FOR STRIPING AND MARKINGS SHALL BE PER STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (APWA /AGC). 3. ALL CONFLICTING MARKINGS SHALL BE REMOVED BY WET SANDBLASTING. ALL CONFLICTING RAISED PAVEMENT MARKERS SHALL BY PRIED OFF AND ANY REMAINING RESIDUE SHALL BE REMOVED BY WET SANDBLASTING. ALL SANDBLASTED AREAS NOT COVERED BY OVERLAY OR SEAL COAT SHALL BE FOG SEALED. 4. ALL SIGNING AND TRAFFIC CONTROL DURING CONSTRUCTION SHALL BE PER THE CALIFORNIA MUTCD 2010 EDITION, DATED JANUARY 21, 2010. 5. ALL POSTS SHALL BE PER CITY STANDARD OR APPROVED EQUAL. 6. STRIPING AND SIGNING TO BE DONE BY THE CONTRACTOR AND IS SUBJECT TO APPROVAL BY THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT. 7. STRIPING AND MARKINGS FOR STOP BARS AND "STOP" TEXT SHALL BE THERMOPLASTIC CONFORMING TO SECTION 84 OF THE STATE STANDARD SPECIFICATIONS EXCEPT WHERE NOTED OTHERWISE. 8. ALL PERMANENT STRIPING TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH- 02ALKYD 9. ALL CONSTRUCTION MATERIALS FOR ROADSIDE SIGNS, TRAFFIC STRIPING, PAVEMENT MARKERS, AND PAVEMENT MARKINGS SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. 10. LANE WIDTHS SHOWN ON THE PLAN ARE DIMENSIONED FROM FACE OF CURB TO CENTER OF STRIPE, OR BETWEEN CENTERS OF STRIPES. 11. ALL EXISTING STRIPING AND PAVEMENT MARKINGS IN THE AREA WHICH IS TO REMAIN AND WHICH IS DAMAGED DUE TO THE CONTRACTOR'S OPERATIONS SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. PAVEMENT DELINEATION LEGEND O INSTALL TRAFFIC STRIPE PER CALTRANS STANDARD PLAN NOS. A20A, A20B, AND A20D. NUMBER IN (-) INDICATES DETAIL NO. ON STANDARD PLAN. REMOVE ALL EXISTING PAVEMENT MARKINGS AND /OR TRAFFIC STRIPING IN ® CONFLICT WITH NEW CONSTRUCTION (TYPICAL). NY PAINT MEDIAN NOSES YELLOW D D INSTALL 12" WHITE DIAGONALS AS SHOWN (25' MAX O.C.) Z INSTALL TYPE IV(R) WHITE ARROW CENTERED IN LANE AS SHOWN. �( INSTALL TYPE IV(L) WHITE ARROW CENTERED IN LANE AS SHOWN. INSTALL TYPE VI WHITE ARROW CENTERED IN LANE AS SHOWN. STOP INSTALL WHITE "STOP" LEGEND AS SHOWN STOP INSTALL WHITE "STOP AHEAD" LEGEND AS SHOWN AHEAD YIELD INSTALL "YIELD" LEGEND AS SHOWN S 1 i 40 TEMPORARY BARRICADE t ON SKIDS REMOVE t WITH CONSTRUCTION OF W31 (CA) WINDERMERE TO SOUTH (2)OM4 -3 - '\ ,1 - -- --- - - - - - -- / 1 1 1 / / 1 0 FUTURE PARK SITE (BY SEPARATE PLANS) FUTURE TRACT 7288 \�r -JL (BY SEPARATE PLANS) STATION 75 +50' \- 85 +50 ��-�- WINDERMERE STREET A- 1 W16 617P �0, \ f i l l INSTALL CONTINENTAL CROSSWALK MARKING PER RSP A24F AAAAA INSTALL YIELD LINE MARKING PER A24D & RSP A24E FUTURE RESIDENTIAL NOTE: PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY (BY SEPARATE PLANS) CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD R26(CA)_ - CONDITIONS BE CHANGED, A REVISED STRIPING PLAN SHALL BE SUBMITTED TO THE - - - CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING. W2 -6 / - ' 0 W16 -17-P �,A y' ' 95 / I Jo �0 ' J1 � \ , � Q (5'\ A KL I I / le" HORIZONTAL: 1"=50' R6(CA I � \ R26(CA R26 CA) � O 2 \._ C co d� I� 38 - /l - - '" N 94' N STRIPING PER WHITE LANE STREET R26 CA - - - IMPROVEMENT PLANS, TYP. 102 - 103 104 o 105 - 106 1 —100 — — ---- + -- 1 N 1 cj 38 `-4 h INSTALL LEFT ARROWS - -__ R26(CA) I 8; R26(CA) � j . - - - STATION 95 +00 - 106 +00 ACT 7254 R26 CA F�TvRE TR TE PLANS) SEPA WINDERMERE STREET (BY NOT HORIZONTAL: 1 " =50' I DESIGN OF HORIZONTAL GEOMETRY OF ROUNDABOUTS I I PREPARED BY RUETTGERS & SCHULER CIVIL ENGINEERS. SIGNATURE BELOW FOR HORIZONTAL GEOMETRY AND STRIPING & SIGNAGE FOR ROUNDABOUTS ONLY. ELEVATION AND PROFILE DESIGN PREPARED BY PORTER & ASSOCIATES, INC. I I I G� 2 -7 $$ RE -ARP � p�PNSi SAP �1 MERE STREET WIND SEE ABOVE 1 54 4V 7 7' 1 29 4 5 10 20' 1 4 1 WINDERMERE STREET SEE BELOW I I I I ' 40 R6 -5P 85 +53.58 t WINDERMER 8 (SOUTH) 1 o 'n R1 -2 I 40 R6 -5P / I � R1 -2 40 / R6 -5P III I II11 I W2 -6 W16 -17P I CAMPUS PARK DRIVE SEE BELOW U o_ ��\NEER =Q �F� a w 3 >� o� O dy 15�93� b /2d 0 O M Q v U O 4�1 c��P w cn pavo o SNS -METRO ^- METRO STREET NAME SIGN W O W F m p J Z U(n Z W p W r W Z cwi�mW�WwQ-p � u.i Q o \ 1 aQZV�zo Woo �v2iF�z0� >m�¢ o� N HOOF =OUZO 'mog! c6 c6 Z ;n 00 N W 2 = to U ID U) 2ofa :< W o M Q z ° z'(-- o > U U)U)00 0 a o a� r� = z v i now W2 -6 'o M o N to M N wwY -- OOO UZ� 0 wl W c" W W >r SU)a OUZ °wzwwwwl --UFO m N W16 -17P 78 +77.18 UJ Cfl wu.�z -a°CnH J o0 Z< —U—) Q W N co oz$ Z CD Lo w �o ZaZ1- O 7$ dwOzz< 0p20<Of w> N U=�,ZFZOw¢o��N/ CO ry ?m��ZCnu�v O Z w w O z_ � 9 0 r a, 81 82 O a, 83 84 a, J 0 Q Q o�� � Ww� Z�m¢� L OvWiFC'u�Oc>irw Z zO WQW� M m 0 W w U j m W W OO W ZGCan>-Cn OU R26(CA) R26(CA � H 0 a= 0 Er¢� o R26(CA) o W2 -6 0 0 < _ ,t N N wCL N N W16 -17P N N fin o ° in m To v> FUTURE TRACT 7288 \�r -JL (BY SEPARATE PLANS) STATION 75 +50' \- 85 +50 ��-�- WINDERMERE STREET A- 1 W16 617P �0, \ f i l l INSTALL CONTINENTAL CROSSWALK MARKING PER RSP A24F AAAAA INSTALL YIELD LINE MARKING PER A24D & RSP A24E FUTURE RESIDENTIAL NOTE: PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY (BY SEPARATE PLANS) CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD R26(CA)_ - CONDITIONS BE CHANGED, A REVISED STRIPING PLAN SHALL BE SUBMITTED TO THE - - - CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING. W2 -6 / - ' 0 W16 -17-P �,A y' ' 95 / I Jo �0 ' J1 � \ , � Q (5'\ A KL I I / le" HORIZONTAL: 1"=50' R6(CA I � \ R26(CA R26 CA) � O 2 \._ C co d� I� 38 - /l - - '" N 94' N STRIPING PER WHITE LANE STREET R26 CA - - - IMPROVEMENT PLANS, TYP. 102 - 103 104 o 105 - 106 1 —100 — — ---- + -- 1 N 1 cj 38 `-4 h INSTALL LEFT ARROWS - -__ R26(CA) I 8; R26(CA) � j . - - - STATION 95 +00 - 106 +00 ACT 7254 R26 CA F�TvRE TR TE PLANS) SEPA WINDERMERE STREET (BY NOT HORIZONTAL: 1 " =50' I DESIGN OF HORIZONTAL GEOMETRY OF ROUNDABOUTS I I PREPARED BY RUETTGERS & SCHULER CIVIL ENGINEERS. SIGNATURE BELOW FOR HORIZONTAL GEOMETRY AND STRIPING & SIGNAGE FOR ROUNDABOUTS ONLY. ELEVATION AND PROFILE DESIGN PREPARED BY PORTER & ASSOCIATES, INC. I I I G� 2 -7 $$ RE -ARP � p�PNSi SAP �1 MERE STREET WIND SEE ABOVE 1 54 4V 7 7' 1 29 4 5 10 20' 1 4 1 WINDERMERE STREET SEE BELOW I I I I ' 40 R6 -5P 85 +53.58 t WINDERMER 8 (SOUTH) 1 o 'n R1 -2 I 40 R6 -5P / I � R1 -2 40 / R6 -5P III I II11 I W2 -6 W16 -17P I CAMPUS PARK DRIVE SEE BELOW U o_ ��\NEER =Q �F� a w 3 >� o� O dy 15�93� b /2d 0 O M Q v U O 4�1 c��P w cn pavo o SNS -METRO ^- METRO STREET NAME SIGN W O W F m p J Z U(n Z W p W r W Z cwi�mW�WwQ-p � u.i Q o \ 1 aQZV�zo Woo �v2iF�z0� >m�¢ �`/^� d7 In �O HOOF =OUZO 'mog! VJ Lu E r W Z W W-f Q gZ_m Z J w W Q z W LL N W 2 = to U ID U) 2ofa :< W o M Q z ° z'(-- o > U U)U)00 0 a o a� r� = z C , v = 70 Q °Za�QUaZp } Lu to N X ¢O O¢O Om0 , z0 W < rn IL wwY -- OOO UZ� 0 wl W Z � W W >r SU)a OUZ °wzwwwwl --UFO m N Qt xpzw� oom UJ Cfl wu.�z -a°CnH J o0 Z< —U—) Q W N co oz$ Z CD �,j� w �o ZaZ1- L Z j W Lu r r dwOzz< 0p20<Of w> N U=�,ZFZOw¢o��N/ CO ry ?m��ZCnu�v O Z w w O z_ W cwi� w =) '-) z 0 r Z -,ow�Oao =� /O/� CL O U u 2 U> J O Z w z Q ¢ ° W p 2 U Cn W S a W J 0 Q Q o�� � Ww� Z�m¢� L OvWiFC'u�Oc>irw Z zO WQW� M m 0 W w U j m W W OO W ZGCan>-Cn OU � H 0 a= 0 Er¢� SIGN LEGEND EXISTING SIGN TO REMAIN. INSTALL NEW 1 POST SIGN. U INSTALL NEW 2 SIGNS ONE POST SIGN LOCATION REMOVE EXISTING SIGN (SALVAGE TO CONTRACTOR) SIGN CODES SNS - STREET NAME SIGN ��\NEER =Q �F� a w 3 >� o� O dy 15�93� b /2d 0 O M Q v U O 4�1 c��P N SNS -METRO ^- METRO STREET NAME SIGN - - � a V u.i Q o \ 1 W= Z J w m c—� LL w nL U) o w rr a SIGN LEGEND EXISTING SIGN TO REMAIN. INSTALL NEW 1 POST SIGN. U INSTALL NEW 2 SIGNS ONE POST SIGN LOCATION REMOVE EXISTING SIGN (SALVAGE TO CONTRACTOR) SIGN CODES SNS - STREET NAME SIGN ��\NEER =Q �F� a w 3 >� o� O dy 15�93� b /2d 0 O M Q v U O 4�1 c��P N SNS -METRO ^- METRO STREET NAME SIGN /'1 � = now J 0 w w V OM4 -3 - RED DIAMOND OBJECT MARKER �/ Il e V) R1 -1 - STOP SIGN Z O O R1 -2 - YIELD SIGN w O R6 -5P - ROUNDABOUT SYMBOL R26(CA) - NO PARKING ANYTIME W2 - CIRCULAR INTERSECTION < o -6 W3 -1 - STOP AHEAD ^ �,j� W3 -3 ^- SIGNAL AHEAD ui W16 -17P - ARROW SYMBOL W31 (CA) - END W W NOTE: SIGN CODES ARE FEDERAL CODES UNLESS OTHERWISE INDICATED BY (CA). z (CA) INDICATES CALIFORNIA CODES. W 2i vJ WQW� > < p wCL Itz fin +) LODEN R1 V p � _! E WHITE LANE w FUTURE PARK SITE (BY SEPARATE PLANS) 11 (BY SEPARATE PLANS) ` � ills AAAAA R1 -2 40 11 X111 R6 -5P 38 R1 -2 11 , 40 R6 -51 W 16-17P 87 +76.9 \ 88 - o _ 89 - 9 _ 9i R1-2 mom 87 92 ,-- . R1 -2 R26 CA 93 +87.37 mom R6 -5P I W2 -6 L INT. +5 60 3 152 US 85+53.58 ERM = ----- { - - -r- W16 -17P ` , R1 -2 94 6 +09• PRK WIND ER I � 153 - CAMP I _ I R6 -5P 40 PI-0 =�:�� soon _ \ j� i i i \ R1 -2 6 R6 -5P 40 FUTURE TRACT 7245 " 0\ - - (BY SEPARATE PLANS) 1 0 I STATION 85 +50 - 95 +00 - ��� "STATION N 1 2 + 00 — 156 + 50 WINDERMER E S TREET SIC? HORIZONTAL: 1"=50' - == CAMPUS PARK DRIVE .I SIGNING AND STRIPING PLAN DRvC VOQ N Z U N W 3 W CL CDz c J z U) °I 1 U I U) cn o N 95 � = now J 0 w w V 0 o Il e V) z Q J O O N U) z 0 w DATE 12/30/2014 PA JOB No. 13 -2750H SHEET E 0 Ln Q N OF 21 SHEETS ROADSIDE SIGN & PAVEMENT DELINEATION NOTES 1. TRAFFIC STRIPING, PAVEMENT LEGENDS, & RECESSED MARKERS SHALL BE PER CALTRANS STANDARD PLANS AND SPECIFICATIONS DATED MAY 2006 AND THE CALIFORNIA MUTCD 2010 EDITION, DATED JANUARY 21, 2010. 2. PAINTING PROCEDURES FOR STRIPING AND MARKINGS SHALL BE PER STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (APWA /AGC). 3. ALL CONFLICTING MARKINGS SHALL BE REMOVED BY WET SANDBLASTING. ALL CONFLICTING RAISED PAVEMENT MARKERS SHALL BY PRIED OFF AND ANY REMAINING RESIDUE SHALL BE REMOVED BY WET SANDBLASTING. ALL SANDBLASTED AREAS NOT COVERED BY OVERLAY OR SEAL COAT SHALL BE FOG SEALED. 4. ALL SIGNING AND TRAFFIC CONTROL DURING CONSTRUCTION SHALL BE PER THE CALIFORNIA MUTCD 2010 EDITION, DATED JANUARY 21, 2010. 5. ALL POSTS SHALL BE PER CITY STANDARD OR APPROVED EQUAL. 6. STRIPING AND SIGNING TO BE DONE BY THE CONTRACTOR AND IS SUBJECT TO APPROVAL BY THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT. 7. STRIPING AND MARKINGS FOR STOP BARS AND "STOP" TEXT SHALL BE THERMOPLASTIC CONFORMING TO SECTION 84 OF THE STATE STANDARD SPECIFICATIONS EXCEPT WHERE NOTED OTHERWISE. 8. ALL PERMANENT STRIPING TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH- 02ALKYD 9. ALL CONSTRUCTION MATERIALS FOR ROADSIDE SIGNS, TRAFFIC STRIPING, PAVEMENT MARKERS, AND PAVEMENT MARKINGS SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. 10. LANE WIDTHS SHOWN ON THE PLAN ARE DIMENSIONED FROM FACE OF CURB TO CENTER OF STRIPE, OR BETWEEN CENTERS OF STRIPES. 11. ALL EXISTING STRIPING AND PAVEMENT MARKINGS IN THE AREA WHICH IS TO REMAIN AND WHICH IS DAMAGED DUE TO THE CONTRACTOR'S OPERATIONS SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. SIGN LEGEND EXISTING SIGN TO REMAIN. Lj INSTALL NEW 1 POST SIGN. U INSTALL NEW 2 SIGNS ONE POST SIGN LOCATION 1 REMOVE EXISTING SIGN 7� (SALVAGE TO CONTRACTOR) SIGN CODES SNS - STREET NAME SIGN SNS -METRO - METRO STREET NAME SIGN OM4 -3 - RED DIAMOND OBJECT MARKER R1 -1 - STOP SIGN R1 -2 - YIELD SIGN R6 -5P - ROUNDABOUT SYMBOL R26(CA) - NO PARKING ANYTIME W2 -6 - CIRCULAR INTERSECTION W3 -1 - STOP AHEAD W3 -3 - SIGNAL AHEAD W16 -17P - ARROW SYMBOL W31 (CA) - END NOTE: SIGN CODES ARE FEDERAL CODES UNLESS OTHERWISE INDICATED BY (CA). (CA) INDICATES CALIFORNIA CODES. FUTURE PARK SITE (BY SEPARATE PLANS) PAVEMENT DELINEATION LEGEND a:) INSTALL TRAFFIC STRIPE PER CALTRANS STANDARD PLAN NOS. A20A, A20B, AND A20D. NUMBER IN � INDICATES DETAIL NO. ON STANDARD PLAN. ® REMOVE ALL EXISTING PAVEMENT MARKINGS AND /OR TRAFFIC STRIPING IN CONFLICT WITH NEW CONSTRUCTION (TYPICAL). NY PAINT MEDIAN NOSES YELLOW FD INSTALL 12" WHITE DIAGONALS AS SHOWN (25' MAX O.C.) Z INSTALL TYPE IV(R) WHITE ARROW CENTERED IN LANE AS SHOWN. �' INSTALL TYPE IV(L) WHITE ARROW CENTERED IN LANE AS SHOWN. 1� INSTALL TYPE VI WHITE ARROW CENTERED IN LANE AS SHOWN. STOP INSTALL WHITE "STOP" LEGEND AS SHOWN STOP INSTALL WHITE "STOP AHEAD" LEGEND AS SHOWN AHEAD YIELD INSTALL "YIELD" LEGEND AS SHOWN INSTALL CONTINENTAL CROSSWALK MARKING PER RSP A24F AAuA INSTALL YIELD LINE MARKING PER A24D & RSP A24E NOTE: PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD CONDITIONS BE CHANGED, A REVISED STRIPING PLAN SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING. TRAFFIC SIGNAL LOOPS NOTES: CONTRACTOR SHALL INSTALL NEW TYPE "C" DETECTOR LOOP PER CITY ENGINEER. O1 DETECTOR LOOPS SHALL BE INSTALLED PER CAL TRANS STANDARD PLANS, CURRENT EDITION. O2 EXISTING DETECTOR LOOP, PROTECT IN PLACE. CONTRACTOR SHALL INSTALL NEW TYPE "D" DETECTOR LOOP PER CITY ENGINEER. O DETECTOR LOOPS SHALL BE INSTALLED PER CAL TRANS STANDARD PLANS, CURRENT EDITION. TEMPORARY BARRICADE - ON SKIDS REMOVE WITH CONSTRUCTION MUIRLANDS PARKWAY TO THE WEST I CA WINDER�1 SEE ERE S SNCi 3 13 � 40' I R1 -2 I R6 -5P 3 L I bb,. 9 1 [t9A" Mv\w�P I P� R 2 I R6 -5P I 40 W31 (CA) R1 -2 (2)OM4 -3 R6- 5 ►..►. I BARRICADE ON MOVE WITH N WINDERMERE E SOUTH �` � S 1� S� W2 -6 W16 -17P TEMPORARY SKIDS RE CONSTRUCTIO TO TH STATION 47 +08 - 50 +00 w31�GP 2�OM�, MUIRLANDS PARKWAY r FU TURF T ; RAFT 7245 ' (BY SEPAR m ATE PANS) / �� C) W G I I I I I I I I i t r� 00 cn N ZQ I � I I I i II-- U W < I- ry Q W W I Iy I � � m I I HORIZONTAL: 1"=50' Lij w 0 Y 0 Q W — mm (n W — — — W - -�'T R26 - CA) - - ARK SQU ARE pRIVE P W2 -6 ' W16 -17P -- - -- __ - - - - - -- I 1 --- - - --,- I I � I I , I , I R26 CA Yal PROPOSED R /W- /l BUENA VISTA ROAD I m m m f� 2 TYP III III II "ROAD ENDS I III ! ! ! ! ! 2 1 *350 FT AHEAD" i w w R26 CA �❑ 38 3 R_/ 2 OM1 -3 2 PROPOSED R/W R26 CA 3 M m II III III I 2 III II III III 2 W W 1 R [D OUTSIDE LANE '1 BUENA VISTA ROAD STATION 170 +78 - 175 +08 CAMPUS PARK DRIVE R ACS � 245 1 P�ANS� NOTE: DESIGN OF HORIZONTAL GEOMETRY OF ROUNDABOUTS PREPARED BY RUETTGERS & SCHULER CIVIL ENGINEERS. SIGNATURE BELOW FOR HORIZONTAL GEOMETRY AND STRIPING & SIGNAGE FOR ROUNDABOUTS ONLY. ELEVATION AND PROFILE DESIGN PREPARED BY PORTER & ASSOCIATES, INC. Ln C paUO wOcn C D 47 +08.72 o_ Z7 i OM rr1 0-4 _ vUzi im=Z� WQHp OF��ZaZ ri w=az�Zw'' �g o zD o ��^^^ V J f6 o�_____ W Z r �wz�QZU)w�� �--- } 0N PAVEMENT DELINEATION LEGEND a:) INSTALL TRAFFIC STRIPE PER CALTRANS STANDARD PLAN NOS. A20A, A20B, AND A20D. NUMBER IN � INDICATES DETAIL NO. ON STANDARD PLAN. ® REMOVE ALL EXISTING PAVEMENT MARKINGS AND /OR TRAFFIC STRIPING IN CONFLICT WITH NEW CONSTRUCTION (TYPICAL). NY PAINT MEDIAN NOSES YELLOW FD INSTALL 12" WHITE DIAGONALS AS SHOWN (25' MAX O.C.) Z INSTALL TYPE IV(R) WHITE ARROW CENTERED IN LANE AS SHOWN. �' INSTALL TYPE IV(L) WHITE ARROW CENTERED IN LANE AS SHOWN. 1� INSTALL TYPE VI WHITE ARROW CENTERED IN LANE AS SHOWN. STOP INSTALL WHITE "STOP" LEGEND AS SHOWN STOP INSTALL WHITE "STOP AHEAD" LEGEND AS SHOWN AHEAD YIELD INSTALL "YIELD" LEGEND AS SHOWN INSTALL CONTINENTAL CROSSWALK MARKING PER RSP A24F AAuA INSTALL YIELD LINE MARKING PER A24D & RSP A24E NOTE: PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD CONDITIONS BE CHANGED, A REVISED STRIPING PLAN SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING. TRAFFIC SIGNAL LOOPS NOTES: CONTRACTOR SHALL INSTALL NEW TYPE "C" DETECTOR LOOP PER CITY ENGINEER. O1 DETECTOR LOOPS SHALL BE INSTALLED PER CAL TRANS STANDARD PLANS, CURRENT EDITION. O2 EXISTING DETECTOR LOOP, PROTECT IN PLACE. CONTRACTOR SHALL INSTALL NEW TYPE "D" DETECTOR LOOP PER CITY ENGINEER. O DETECTOR LOOPS SHALL BE INSTALLED PER CAL TRANS STANDARD PLANS, CURRENT EDITION. TEMPORARY BARRICADE - ON SKIDS REMOVE WITH CONSTRUCTION MUIRLANDS PARKWAY TO THE WEST I CA WINDER�1 SEE ERE S SNCi 3 13 � 40' I R1 -2 I R6 -5P 3 L I bb,. 9 1 [t9A" Mv\w�P I P� R 2 I R6 -5P I 40 W31 (CA) R1 -2 (2)OM4 -3 R6- 5 ►..►. I BARRICADE ON MOVE WITH N WINDERMERE E SOUTH �` � S 1� S� W2 -6 W16 -17P TEMPORARY SKIDS RE CONSTRUCTIO TO TH STATION 47 +08 - 50 +00 w31�GP 2�OM�, MUIRLANDS PARKWAY r FU TURF T ; RAFT 7245 ' (BY SEPAR m ATE PANS) / �� C) W G I I I I I I I I i t r� 00 cn N ZQ I � I I I i II-- U W < I- ry Q W W I Iy I � � m I I HORIZONTAL: 1"=50' Lij w 0 Y 0 Q W — mm (n W — — — W - -�'T R26 - CA) - - ARK SQU ARE pRIVE P W2 -6 ' W16 -17P -- - -- __ - - - - - -- I 1 --- - - --,- I I � I I , I , I R26 CA Yal PROPOSED R /W- /l BUENA VISTA ROAD I m m m f� 2 TYP III III II "ROAD ENDS I III ! ! ! ! ! 2 1 *350 FT AHEAD" i w w R26 CA �❑ 38 3 R_/ 2 OM1 -3 2 PROPOSED R/W R26 CA 3 M m II III III I 2 III II III III 2 W W 1 R [D OUTSIDE LANE '1 BUENA VISTA ROAD STATION 170 +78 - 175 +08 CAMPUS PARK DRIVE R ACS � 245 1 P�ANS� NOTE: DESIGN OF HORIZONTAL GEOMETRY OF ROUNDABOUTS PREPARED BY RUETTGERS & SCHULER CIVIL ENGINEERS. SIGNATURE BELOW FOR HORIZONTAL GEOMETRY AND STRIPING & SIGNAGE FOR ROUNDABOUTS ONLY. ELEVATION AND PROFILE DESIGN PREPARED BY PORTER & ASSOCIATES, INC. QROFESS /0Nq FREY A KI hCHM fi it No. 058155 A. Exp. 6 -30-16 1800 30th Street, Suite 260 CIV1� -� Bakersfield, California 93301 REGISTERED CIVIL ENGINEER DATE or CA1-\F (661) 327 -1969 OG, ti i u a w a 0 a w = w 0 w m w w w U co > w r o a o- o a NEER a d 0 0 cn a° w 3 _> U ° 0 w v o� \W /_ ZD Q �o� L.L N<� ZN— c� W ,-G w< << > ��� 0 w o 1�ok'I OG O ct W z 0� Q 0. R26(CA) W N � W �w 3 SEp AR A1E Q w I J R26 CA W CD Q U � R26 CA o 0 R1 -2 40 \� W2 -6 166 - 0 R6 -5P �� a = W16 -17P — �� , /' - 1 162 � 165_ -- ', /' 16 164_ — ---- /' \ V) R26(CA) 34.86 — — - w 161 +88. T. ' , w R1 -2 R26(CA) - R6 -5P ` - - o o Z1-2 Z6 -5P 40 - - - - - - - - _- - - -- -- $� 72 FUTURE PLANS cn ' PAR TE z 0 A Q z �fC / CgY SE o 0 > HORIZONTAL: 1"=50' ' f STATION 156 +50 - 170 +80 0- DATE 12/30/2014 PA JOB No. 13 -2750H lilt/ I'/ SHEET - -___ I I� CAMPUS PARK DRIVE ARK SQUARE DRIVE o- E SIGNING AND STRIPING PLAN i 0 Ln r- r a' i CSC OF 21 SHEETS U paUO wOcn U W W z m Q J U u w w Z E F i OM vUzi im=Z� WQHp OF��ZaZ L_ M w=az�Zw'' �g O � co co co c- 1 -- U) CO O Q ��^^^ V J f6 z'- SO W trO�Q�UtY W Z r �wz�QZU)w�� �--- } 0N o� °wc02cU�r= LU c� crz�W =ZZ'oo� a0 Q > U (D CLU<cn Q� ° °H��2 W z U C� pza ~0EE z ~t--O z 0- °zmw 0 N X O LL�o LLJ (n W �pW W U�mZ� `= Q �/1 L LL \jJ Y Cz —D -O0 U)0 -00�pa W'U�2�� W v! w>-w pwZwcoxwl- -cn0 m Q12S0Zw�00m LL W y CNO oo ~z��pz ~J Z o Q w W Q A W W NM Z O } O z o zo=o=�' o0 o0 L a (rj N w0ZZQ Of Z M ZOpCLwZwa=0 W r F-w>0cl) N Q w �0zwz<0?=Lww w Q m z v O Cfl U Z O W� w w z w k W<uj O N W =Q T 0 Z z 0W F ^ I..L. C)ao =-O 0 =cnFwwww�0 cn C7 CnW22ZQQOp qQO� >��OcnH 0=���UjU) -j wQp U-z >cco 7:pi L CO co O W ZJZ0Qm ww00wzQcnr W 2SLwSOxwz:n I- in 0- 00 a'Q2 QROFESS /0Nq FREY A KI hCHM fi it No. 058155 A. Exp. 6 -30-16 1800 30th Street, Suite 260 CIV1� -� Bakersfield, California 93301 REGISTERED CIVIL ENGINEER DATE or CA1-\F (661) 327 -1969 OG, ti i u a w a 0 a w = w 0 w m w w w U co > w r o a o- o a NEER a d 0 0 cn a° w 3 _> U ° 0 w v o� \W /_ ZD Q �o� L.L N<� ZN— c� W ,-G w< << > ��� 0 w o 1�ok'I OG O ct W z 0� Q 0. R26(CA) W N � W �w 3 SEp AR A1E Q w I J R26 CA W CD Q U � R26 CA o 0 R1 -2 40 \� W2 -6 166 - 0 R6 -5P �� a = W16 -17P — �� , /' - 1 162 � 165_ -- ', /' 16 164_ — ---- /' \ V) R26(CA) 34.86 — — - w 161 +88. T. ' , w R1 -2 R26(CA) - R6 -5P ` - - o o Z1-2 Z6 -5P 40 - - - - - - - - _- - - -- -- $� 72 FUTURE PLANS cn ' PAR TE z 0 A Q z �fC / CgY SE o 0 > HORIZONTAL: 1"=50' ' f STATION 156 +50 - 170 +80 0- DATE 12/30/2014 PA JOB No. 13 -2750H lilt/ I'/ SHEET - -___ I I� CAMPUS PARK DRIVE ARK SQUARE DRIVE o- E SIGNING AND STRIPING PLAN i 0 Ln r- r a' i CSC OF 21 SHEETS CONSTRUCTION NOTES 71 CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. 02 CONSTRUCT TYPE 'M' MEDIAN CURB PER C.O.B. STD. DWG. NO. ST -18 Ell CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STANDARD PLAN A88A CASE "A ". (SEE TYPICAL WHEELCHAIR RAMP DETAIL ON SHEET 3) (LS) PROPOSED LANDSCAPED AREA (BEHIND CURB & GUTTER) SEE LANDSCAPE PLANS BY OTHERS. 1) ALL S 2) SLOPE CURVE TABLE CURVE RADIUS LENGTH DELTA TANGENT C1 1.00' 1.63' 93'10'59° 1.06' C2 1.00' 1.58' 9016'02° 1.00' C3 107.00' 6.76' 3'37'08" 3.38' C4 2341.00' 1 749.66' 18'20'52' 378.07' C5 2359.00' 762.37' 18'31'00° 384.54' C6 5 _00' 15.71' 180_00'00" - _ TAPER "A" TABLE STATION OFFSET 102 +63.44 9.00' RT 102 +70.94 8.86' RT 102 +78.44 8.44' RT 102 +85.94 7.73' RT 102 +93.44 1 6.75' RT TAPER "B" TABLE STATION OFFSET 89 +63.18 1.00' RT 89 +70.65 0.84' RT 89 +78.12 0.38' RT 89 +85.60 0.41' LT 89 +93.07 ^^ 1.50' LT 006 I r7 O U p�U WO W 0 � 0 ZUCWJ�w Wz W F cwr�mwcnww¢�o d' J F- O F- W ZO = Q ~ z w W° a Z CL o Fz Z° >mUQ �O�f =oOZ ;cnvic..� o � L,T W=LZi�c�i�0 LL z�c~� ~`n OL"i0= <¢�,ZZV0Lu W Z z� U� Z ~ F- 0 ¢ O W 0 z m w C6W YAW U(n ¢ZU z z w a a z w- O 2330: ��C �pa W W Y >p0 , mlY 0wzwcn�z 0 Q ~_ wLL�z- w °cn�°J° 0 } 0 ¢ Q w o z o¢ Z p � w p w Q� 0 O ¢ T U p U � Z p w W w W f O z Q ¢= O w H Z O Q O O U z O w F w W zO W W U) H ¢ U 0 Z 0 Ln Z z p w 0 o m c F w=ui�Qww -J2O J ZcmL)Ln W=¢xww 3' z�-=>OJ0CL1~- = W O E d' W¢ W Z� �Q ~pww VJJ�� W 0wz >cnm¢cn > > W - - W w W w (n O co - m co U w W U O w z Q w } U m =oal00af <5 U _ z M CID rn m 0 W z - N Q Lu M U U) a)- x � L IL A �/U Z Y Q 0: m N LU , co o6LU a) co Z ) o O U U)~ W w M N Q0 O C° L� O O `V L AC ELEV =53.66 - cp- TC ELEV =54.49 / C4 - - - -- �- - -- - cp- 91 STA. 102+52.80 102 +52.80 EC _-_I _- - = -\\- � �- - � _ - -^ -- --- - - - -- - --\ \ \ ^U\ , a u9.00' RT AC ELEV =53.20 Q TC ELLV =54.03 aF I STA. 102 +63.44 / N TAPER 9.00' RT W AC ELEV =53.22 C2 I f- TC ELEV =54.05 w T 54 O w = cA ti a' , o TURF C 72 s ( j Z co PLAN i z m \ i /� - SEPARATE i I o w W W Q C3 i % //- �/ BY W L w !L Cl / o c HORIZONTAL: 1 " =40' I i EER AEC 1' 94+88.71 RAID. STATION 95 106 WHITE LANE G�N +00 - +00 9.59' RT (BY SEPARATE PLANS) oP�o�� t S' N a M Q = AC,. ELEV =53.66 TC tELEV =54.49 WINDERMERE STREET p LL) o dl, � E T RMERE STRE AND EE SHEET 16 288 F ARE �RPE 9` -Ns) gY SEP FR F - - A s \ , A- iy I STA. 153 +15.71 1 `\\ EC 1 - -BC 107' RAID. % CT X245 11 AC ELEV 0= 53.38 TC ELEV =54.21 V, f TRP E \8 P�ANS� F Y SE? AR STATION 152 +00 - 154 +00 STATION 85 +50 - 95 +00 E STREET PUS PARK DRIVE LOpEN"' ��� SEE SHEE�/j� LANDSCAPE MEDIAN PLAN SE LODEN SRI VE SHEET ' 7 / HORIZONTAL: 1 " =40' /rte / EC 1' RAID. 9.00' LT AC ELEV =53.66 -Tr-_ELEV =54.49 QW �s W ,,-,,► J b I m 2 Q STA. 94 +88.71 EC 1' RAID. 9.59' RT AC ELEV =53.66 TC ELEV =54.49 M N N 3 z ¢ z 0 w I 0 M U I 0 _o N a V) w w Of cn CN0 0 cn z ¢ 0 0 Q) E 0 S O Ln r N U) Z c) O � �- N w w ZT-- ry >_ WQW� O�w� co �Ww� �V °z� w�� ry U) � a- Ln z O W �I DATE PA JOB No. 12/30/201411 13-- 2750H 11 SHEET 15 OF 21 SHEETS CONSTRUCTION NOTES M1 CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. 02 CONSTRUCT TYPE 'M' MEDIAN CURB PER C.O.B. STD. DWG. NO. ST -18 O CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STANDARD PLAN A88A CASE "A ". (SEE TYPICAL WHEELCHAIR RAMP DETAIL ON SHEET 3) (LS) PROPOSED LANDSCAPED AREA (BEHIND CURB & GUTTER) SEE LANDSCAPE PLANS BY OTHERS. 1) ALL STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. 2) SLOPE SHALL NOT EXCEED 2% STA. 75 +47.97 \ BGN MEDIAN 6.00' LT AC ELEV =53.88 TC ELEV =54. '�l x 14 1 o° Pao 914� P� 6.00' RT AC ELEV =53.75 TC ELEV =54.58 \ I I I � I I i I FUTURE TRACT 7288 (BY SEPARATE PLANS) � I OL 19-1 ; t E I STATION 154 +00 - 165 +00 CAMPUS PARK DRIVE I \ I � 1 I r 1 � � LANDSCAPE MEDIAN PLAN I I - -- I CURVE TABLE CURVE RADIUS LENGTH DELTA TANGENT C1 991.00' 55.83' 313'41° 27.92' C2 1009.00' 56.86' 313'44" 28.44' C3 2341.00' 585.91' 14'20'24° 294.49' C4 2359.00' 592.97' 14'24'08' 298.06' C5 1559.00' 443.90' 1618'50' 223.46' C6 1541.00' 672.62' 25'00'31' 341.75' WINDERMERE STREET SEE SHEET 15 I I 1 1 \ \ \ I I I r i i r I 1 I � 1 151t4 +00 1 ATCN -LINE B -. SEE SHEET 16 U O — W LL LL V- p a U 0 m woo Z O� W W Z W H mmwcnwWQ�o OpisLLz°-z wi¢z�zww -xo rYCnxFwzO >°°�¢ 1U- Or�~O0Z2 wm=�J,cn=�zmQ w =6w =W ((0UQLL Lu z H L U 5 O LL x W 0 Z Z �Q-' 0 OwUUU W na�¢��1x -moo z.z_w LLM 0z Lu ¢ w O O U U¢ U viw�ww�uj apZO c') z O tY O 9 W 2 W c wTz< w1-2 a- Foz2509m op- z;Ewpcn�, p Zp�cn�0Z> z�p�pwQ�oO ¢W�Qw�� ova Z Q w W W 0 d' O Z Q fr U= U0 z Z LL U w H¢ V Q O w LLt— MW Pzw050 U Z p?~ V w Z0 w cai�w�xzQwoz0w ¢ LL Ww W2 T zj O w O 0 0- 0 ~ w= W H Q U� J O O�nLUxxzQQOp Zp2C�N W x � W 2 Z x >>w J j LL ¢O� ¢LLZ� ¢ W 0 w w U Z 0> wwOOwz�w U), 164 C) cli 2 N _ C5 r4— , / 0, 1 3 162 z +34.86 161 +88. BC CL INT. 03 TYP - _ w M RASE PLp,NS) F STA. 162 +89.99 SEPA o 9.04' R T AC ELEV =51.80 TC ELEV =52.63 ~ Uj ' w V) ' o ' o _- N II I I I < II I I I I o ------ - - - - -� II I I I 0 II I I I N SQUARE DRIVE HORIZONTAL: 1" =40' PARK E 0 a E 0 U) r, U T-- z o M rn LO ca m W z �5 W � M Q > C) U� CO) co a) X U) 0 Q) LL �r/'►J Z Y c i (o Q w mN LU W N M �/ z _p o I..L z 0 N W W N M _ 04 CD I..L O 1..` O \NEER � b °° do W > U U O� zo ¢o aqr- �- N zTm- wa >a O� ry J a W �U wQ w H W W � H 0 U)Y W� 0�Q W d W o- r) Z Q �U U) bi 0 0 w LL w w w w w a o = w LL w w a \NEER � b °° do W > U U O� zo ¢o aqr- �- N zTm- wa >a O� ry J a W �U wQ w H W W � H 0 U)Y W� 0�Q W d W o- r) Z Q �U U) z 0 w DATE 12/30/2014 PA JOB No. 13 -2750H SHEET 16 OF 21 SHEETS CONSTRUCTION NOTES F-fl CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. M CONSTRUCT TYPE 'M' MEDIAN CURB PER C.O.B. STD. DWG. NO. ST -18 CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STANDARD PLAN A88A CASE "A ". (SEE TYPICAL WHEELCHAIR RAMP DETAIL ON SHEET 3) (LS) PROPOSED LANDSCAPED AREA (BEHIND CURB & GUTTER) SEE LANDSCAPE PLANS BY OTHERS. 1) ALL STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. 2) SLOPE SHALL NOT EXCEED 2% I r 1 I I 1 ' 1 / 1 I '1 i I 1 r 1 I 1 t 1 1 1 1 I i FUTURE TRACT 7245 (BY SEPARATE PLANS) I ' I U co I I I I I I I �Z w 0 l _12 (_ g CV W 167 168 - 2 STA. 167 +36.26 C n n WINDERMERE STREET SEE SHEET 51+48.0( FUTURE TRA( (BY SEPARATE STA. 51 +83.44 // STA. 54 +22.01 EC 4' RAD. i BC 4' RAD. _4.00' LT _L------ ___4_00' -1,T_ -- AC ELEV =54.40 AC ELEV =54.90 _TC ELEV =55.23 _ _ �� _ _ _ _ _ _ TC ELEV= 55.73 b� b> i 7254 LANS) I I I I 54 +73.00 55 - - -- -T I STA. 51 +83.44 `V STA. 54 +22.01 I ' - - - - -- EC 4' 4'RAD BC RT 4.00_ 4.0_0- ' _RZ -- - - - -- -\ AC \,ELEV =54.40 AC ELE-54.90 _ _ I TC ELEV =55.23 TC ELEV-55.73 I I FUTURE TRACT 7246 I I (BY SEPARATE PLANS) LODEN DRIVE 16y _ STA. 169 +77.06 >TA. 168 +26.32 G4 SC ,�> RAD. ND APE BC 1.00' LT 54.20 B N TA ER SEE TAPER TABLE C 1.00' LT AC ELEV= _ 9.00' RT AC ELEV =53.60 1 TC ELEV= 55.03 -� C - ELEV = -5 TC ELEV =54.43 - - - - -- - - - -- -- -- -- - - __ -- - -- / TA. 170 +32.40 -- ------ - - - - -- J PC - - - - -- t I 1 T-- - - - - -- ------- - - - - -- //�4 LT _ ___ --------- ' - - - -i 1 - I ------------------- - - - - -- AC ELEV =54k 33 -- - - - - -- I I - - - - - -I / TC ELEV =SY' -- - - - - -- FUTURE TRACT 7288- ------- - - - - -- T I` (BY SEPARATE PLANS); STATION 165 +00 - 170 +79 CAMPUS PARK DRIVE RT 10.69 4 40 AC ELEV =55 23 TC ELEV= TA. 170 +72-04 C 6 10.554 37 AC ELEV= 55.20 TC ELEV- -N- HORIZONTAL: 1"=40' - - - -� -Z 4 m _p rn z LANDSCAPE MEDIAN PLAN 48 BC 4' RAD. 4.00' LT AC ELEV =55.35 TC ELEV =56.18 STA. 55 +23.99 EC 4' RAD. 4.00' LT AC ELEV =55.15 TC ELEV 55_98 - CURVE MAGENTA >(Z�V� STA• ECO233AD. LT RADIUS LENGTH DELTA 9.00' Ct 4.00' 12-57' AC ELEV= 5538 - -- C2 II TC ELEV= STA. 170 +78.50 CFI EX• I I 1559.00' MA 9.00' LT I I AC ELEV =54.35 °55.18 150.64' - TC ELEV 1 I I � 180'00'00" - -- I I EXISTING IMPROVEMENTS STA. 47 +08.72 BGN MEDIAN 5TA. 169 +77.06 BC 4' RAD. LT 169 +97.48 C6 O 60.00' 9.00' LT _ - AC ELEV =53.33 - TC ELEV =54.16 9.00' AC �t FV =54.75 n C8 1701 78.70 -- - - - _ 16y _ STA. 169 +77.06 >TA. 168 +26.32 G4 SC ,�> RAD. ND APE BC 1.00' LT 54.20 B N TA ER SEE TAPER TABLE C 1.00' LT AC ELEV= _ 9.00' RT AC ELEV =53.60 1 TC ELEV= 55.03 -� C - ELEV = -5 TC ELEV =54.43 - - - - -- - - - -- -- -- -- - - __ -- - -- / TA. 170 +32.40 -- ------ - - - - -- J PC - - - - -- t I 1 T-- - - - - -- ------- - - - - -- //�4 LT _ ___ --------- ' - - - -i 1 - I ------------------- - - - - -- AC ELEV =54k 33 -- - - - - -- I I - - - - - -I / TC ELEV =SY' -- - - - - -- FUTURE TRACT 7288- ------- - - - - -- T I` (BY SEPARATE PLANS); STATION 165 +00 - 170 +79 CAMPUS PARK DRIVE RT 10.69 4 40 AC ELEV =55 23 TC ELEV= TA. 170 +72-04 C 6 10.554 37 AC ELEV= 55.20 TC ELEV- -N- HORIZONTAL: 1"=40' - - - -� -Z 4 m _p rn z LANDSCAPE MEDIAN PLAN 48 BC 4' RAD. 4.00' LT AC ELEV =55.35 TC ELEV =56.18 STA. 55 +23.99 EC 4' RAD. 4.00' LT AC ELEV =55.15 TC ELEV 55_98 - CURVE TABLE CURVE RADIUS LENGTH DELTA TANGENT Ct 4.00' 12-57' 180'00'00" - -- C2 1541.00' 672.62' 25'00'31" 341.75' C3 1559.00' 443.90' 1618'50" 223.46' C4 1549.00' 150.64' 534'20" 75.38' C5 4.00' 12.57' 180'00'00" - -- C6 200' 4.78' 137'02'19" 5.08' C7 60.00' 43.66' 41'41'18" 22.84' C8 991.00' 188.66' 10'5428" 94.62' C9 1009.00' 186.99' 10'37'06" 93.76' C10 2.00' 5.98' 17112'09" 26.00' COLLINGWOOD DRIVE IT I II I II I I II II I I II II I I II II I I II I II I I II I II I I II II I I II II I I II II I I lI II I I 0 I 56 +63.00 I STA. 5� +23.99 ECi 4' RAD *.00' RT AC ELEV/ =55.15 i i i i 11 TC ELEY =55.98 STA. 56 +13.00 I BC 4' RAD. 4.00' LT AC ELEV =55.35 j j i i I i j I TC ELEV =56.18 I I I I I I I I I I I II I II I I I I I II II , i I I I II �I I I I I I II I II I I I I II HORIZONTAL: 1"=40' FUTURE PARK SITE (BY SEPARATE PLANS) i STA. 48 +99.09 BC 1' RAD. AC LT / AC ELEV =53.79 TC ELEV =54.62 9.00' RT AC ELEV =53.21 TC ELEV= 54.04 C8 t l crr STA. 48 +94.04 p BC 1' RAD. 9.00' RT AC ELEV =53.69 TC ELEV =54.52 STATION 47 +68 - 50 +00 MUIRLANDS PARKWAY �1 TAPER "C" TABLE STATION OFFSET 167 +36.26 9.00' RT 167 +43.76 9.00' RT 167 +51.27 8.38' RT 167 +58.77 7.59' RT 167 +66.28 6.50' RT TANGENT 167 +96.30 1.50' RT 168 +03.80 0.41' RT 168 +11.31 0.38' LT 168 +18.81 0.84' LT 168 +26.32 1.00' LT W/NDERME Rr- � SfE � ffT �fET 1, l ii 1 i I 1 I I v LL 0-..00 W O J ui Z O Vww I W Z W H Z ,mwv�wwaF Wo " m,9j-,u}. °a MO M aazv�z�w�O O7Lo IxU)XWZ ° >mcna r�^/� vJ O �ow�°°p���'° c7 C T- LLJ Z �w�Z�Wzm =wcnUaw o "= N w2Ow < W ffS c? 0 w o Oaf ovr� oZ to N X O QtYO�u �(0) N Cn W Y W W 2 m z° oiS N Q �' n i u- 6 � O % 0 zO p a V / 'O � ,Y Z ww>->OV Z2CnlY o W m N < ui =ao��gzZ� cn w W -f oo ~z� -f ,�,,,,xx W W N co C45 Z °z � o°w0w¢ zw =UOUo U) N Zow�W� -woZq Z cri W W o2Za=OwVa< QwOZxv�zz� I- N CO U 1- Za U w v�zw- a0 w 05 U_ O CO 5 9 O W F- W Z Z Z N w W Q H U W Z 0° O = Z a w w Z�OrOwx221- (7 � = U O a - tn= Q V> U' cn W 2:ZaQ00 Z 0= 2 D W 2 E W 3:z< >o:AOtn1:: w w w 2 p m Owl- 6 w OW W(n J- wa °u- L z?(nm¢ai o.w =Fn)ozmd'w zO w m W W w v? j m D wwo0 W z<w> -c~n mxTwmoxwzD w LU r' I 1 1 I I I I I I I I I I I 0000 y0� V) 04 z I � � U w I Q f - Q ~ Q w 0- I i w W F- % Z) m LL. %-, L \ \ \ �6 �N� EE SSE S HORIZONTAL: 1"=40' oo _> U w V O d �dy 103 4[ S�P� U Q z Q o J 0 Q CL F- CN W 0 ZT z w WQ 0- > WQE� > 0 O z W W �J0> CL 0 ()f W o _V � I'1/ N n N T w < co 3 z D z z � a_ ° ` / w I ° U M U I In 0 0 In F- w w 0 0 cli rZ z a a 0 _o N ui 0 U) Q 0 w rr O a w Of de w O w 0 IL K .. m (7 Z w �S H g w D w LU W F- LL a o a oo _> U w V O d �dy 103 4[ S�P� U Q z Q o J 0 Q CL F- CN W 0 ZT z w WQ 0- > WQE� > 0 O z W W �J0> CL 0 ()f W o _V � I'1/ N n N T w < co 3 z D z z � a_ ° ` / w I ° U M U I In 0 0 In F- w w 0 0 cli rZ z a a 0 _o N DATE 12/30/2014 PA JOB No. 13 -2750H SHEET 0 Q E i 0 Ln r- N / OF 21 SHEETS z 0 U) w rr DATE 12/30/2014 PA JOB No. 13 -2750H SHEET 0 Q E i 0 Ln r- N / OF 21 SHEETS NOTE: DESIGN OF HORIZONTAL GEOMETRY OF ROUNDABOUTS PREPARED BY RUETTGERS & SCHULER CIVIL ENGINEERS. SIGNATURE BELOW FOR HORIZONTAL GEOMETRY AND STRIPING & SIGNAGE FOR ROUNDABOUTS ONLY. ELEVATION AND PROFILE DESIGN PREPARED BY PORTER & ASSOCIATES, INC. QROFESS /ONq� FRE), p� TU".. c� m a No. C58155 z ��' - - - -� * Exp. 6 -30-16 1800 30th Street, Suite 260 F CIV1�.�P Bakersfield, California 93301 EGISTERED CIVIL ENGINEER DATE CA1-�F (661) 327 -1969 STA. 48 +60.55 BC 215' RAD. 4.00' LT -4.00' RT AC ELEV =54.34 TC ELEV =55.17 STA. 48 +68.09 EC 215' RAD. 4.13' LT -4.13' RT AC ELEV =54.32 TC ELEV =55.15 CURVE TABLE CURVE RADIUS LENGTH DELTA TANGENT C1 215.00' 7.54' 2'00'33" 3.77' C2 100.00' 6.11' 3'30'12" 3.06' C3 1.00' 1.63' 93'30'12" 1.06' C4 1.00' 1.58' 90'33'13" 1.01' C5 100.00' 0.97' 0'33'13" 0.48' C6 1.00' 1.39' 79'38'06" 0.83' C7 100.00' 16.18' 9'16'11" 8.11' C8 3.00' 6.07' 11555'04" 4.79' C9 70.00' 15.35' 12'33'41" 7.70' CID 3.00' 6.07' 115'54'12" 1 4.79' C11 100.00' 21.37' 1214'37" 10.73' C12 1.00' 1.44' 82'37'06" 0.88' C13 215.00' 7.53' 2'00'28" 3.77' C14 3.00' 6.27' 119'41'53" 5.16' C15 100.00' 21.45' 1217'24" 10.77' C16 1.00' 1.38' 78'57'06" 1 0.82' C17 1.00' 1.65' 94'23'55" 1.08' C18 2.00' 5.98' 17112'09" 26.00' C19 100.00' 1.00' 78'57'09" 0.82' C20 100.00' 21.45' 1217'24" 10.77' C21 3.00' 6.27' 1 119'41'48" 5.16' C22 70.00' 15.54' 1 12'43'07" 7.80' EC 1' RAD. 4.19' IT AC ELEV =54.28 TC ELEV'' 55.11 BC 1' RAD. 5.19' LT AC ELEV =54.26 TC ELEV =55.09 STA. 48 +92.83 BC 100' RAD. 5.00' LT AC ELEV =54.28 TC ELEV =55.11 STA. 48 +94.82 ANGLE PT. _ 2.00 LT AC ELEV =54.37 TC ELEV =55.20 BC 100' RAD. 5.00' RT AC ELEV =54.28 TC ELEV =55.11 STA. 48 +93.81 BC 1' RAD. 5.00' RT AC ELEV =54.27 TC ELEV =55.10 i 2 i 00' LT AC ELEV =54.32 TC ELEV =55.15 STA. 49 +1 0.00 BC 1' RAD. 5.65' LT AC ELEV =54.23 TC ELEV =55.06 STA. 49 +10.82 BC 100' RAD. 6.63' LT AC ELEV =54.21 TC ELEV =55.04 q4+100 2.00' RT AC ELEV =54.29 /�. c� - TC ELEV =55.12 (LS) o p STA. 49 +10.00 G ° 5 ANGLE PT. c 2.00' RT `L -Q P ° C12 AC ELEV =54.31 TC ELEV =55.14 h Cil STA. 49 +05.69 STA. 48 +94.82 BC 100' RAD. BC 3' RAD. 10.81' LT AC ELEV =54.16 TC ELEV =55.99 STA. 49 +30.42 EC 3' RAD. 7.66' LT AC ELEV =54.25 TC ELEV =55.08 STA. 49 +30.42 EC 3' RAID. 7.66' LT AC ELEV =54.21 TC ELEV =55.04 EC 1 RAD. 5.83 RT STA. 49 +26.43 4.00' RT AC ELEV =54.21 BC 3' RAD. AC ELEV =54.30 TC ELEV =55.04 10.81' RT TC ELEV =55.13 STA. 49 +04.82 AC ELEV =54.09 BC 1' RAD. TC ELEV =54.92 CURVE TABLE CURVE RADIUS LENGTH DELTA TANGENT 23 3.00' 6.14' 11712'12" 4.92' 24 70.00' 23.58' 1918'14" 11.90' 25 3.00' 6.31' 120'26'59" 5.24' 26 107.00' 16.99' 9'05'49" 8.51' 27 1.00' 1.36' 77'56'24" 0.81' 28 1.00' 1.47' 84'22'58" 0.91' 29 109.00' 21.80' 11'27'27" 10.93' 30 1.00' 1.58' 9016'02" 1.00' 31 1.00' 1.67' 9536'50" 1.10' 32 107.00' 11.52' 610'01" 5.76' 33 3.00' 6.14' 117'12'17" 4.92' 34 70.00' 23.58' 1918'14" 11.90' 35 3.00' 6.31' 120'26'53" 5.24' 36 107.00' 21.82' 11'40'54" 10.95' 37 1.00' 1.40' 80'24'31" 0.85' 38 1.00' 1.63' 93'10'56" 1.06' 39 107.00' 6.76' 3'37'05" 3.38' 40 109.00' 3.58' 1'52'46" 1.79' 41 1.00' 1.61' 92'20'49" 1.04' 42 1.00' 1.42' 81'22'15" 0.86' 43 109.00' 16.53' 8'41'14" 8.28' I 1 1 i / STA. 94 +93.33 ° `-' w BC 2' RAD. EC 1 RAD. �1 I (LS) W W CO J z ov o- w w 'w 9.00' LT CONSTRUCT STANDARD SIDEWALK PER STD. DWG. ST -3. (WIDTH VARIES) LU- W v�ww¢Fo � Z o t °z o z TC ELEV =55.04 ! AC ELEV =53.66 C30 4 C32 A88A CASE "A ". (SEE TYPICAL WHEELCHAIR RAMP DETAIL ON SHEET 3) TC ELEV =54.49 I ® CONSTRUCT TYPE 'M' MEDIAN CURB PER C.O.B. STD. DWG. NO. ST -18 STA. 94 +88.71 f STA. 94 +92.34 STA. 50 +95.00 W FM-0 W Cn ()¢ EC 1' RAID. I I BC 1 RAD. STA. 94 +92.38 Iof 9.59' RT D 8.00' LT ANGLE PT. , PROPOSED LANDSCAPED AREA (BEHIND CURB & GUTTER) SEE LANDSCAPE AC ELEV =53.66 AC ELEV =53.68 2.50' RT I , C31 TC ELEV =54.49 I TC ELEV =54.51 AC ELEV = 53.78 \ \ 2) SLOPE SHALL NOT EXCEED 2% W w W 0 0 w STA. 94 +82.37 TC ELEV= 5.4.61 p D 0 W Z W U) EE W~ (A O STA. 94 +87.60 Y EC 1 RAID. p STA. 94 +87.58 BC 1' RAD. 8.51' LT 5 ANGLE PT. �D ° 8.60' RT AC ELEV =53.74 , . 2.51' RT AC ELEV =53.68 TC ELEV =54.57 C28 AC ELEV =53.80 TC ELEV =54.51 ww0wx aZdF"W >O� O ♦ TC ELEV =54.63 STA. 94 +77.57 \ U Z m� w Z Z LL EC 1' RAD. STA. 94 +81.47 awa°� w> o cn�ui =za0z0L p 10.49' RT BC 1 D. \ \ C27 AC ELEV =53.74 \ ♦ \ 0 N w= z Q¢ 0 0 ZpSU(nW2 xw TC ELEV =54.57 AC ELEV= 353.72 00 ro STA. 94 +76.77 TC ELEV= 354.55C29 CO 0 LO r L BC 1' RAD. + 1- II II + f- II II 11.47' RT \ q- d J w w rn z 0- J W W C26 °� Uj J AC ELEV =53.72 TC ELEV =54.55 ♦ J w rn w QU 'q: (j O w U�U HHOMF -000�¢�E 0 z U CO<04<U- (n QNQI- (I-S) I 'g-, STA. 94 +60.27 / '=' 'c0� \STA. 94 +60.39 EC 3' RAD. C23 EC 3' RAD. 13.89' LT C24 C25 16.25' RT AC ELEV =53.81 I AC ELEV =53.78 TC ELEV =54.64 TC ELEV =54.61 STA. 94 +56.42 STA. 94 +56.35 BC 3 RAD. BC 3' RAD. 10.53' LT 12.94' RT AC ELEV =53.90 AC ELEV =53.90 TC ELEV =54.73 TC ELEV =54.73 I in] CONSTRUCTION NOTES ° `-' w BC 2' RAD. w�!-W o W o W o co �1 I CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. W W CO J z ov o- w w 'w ❑2 CONSTRUCT STANDARD SIDEWALK PER STD. DWG. ST -3. (WIDTH VARIES) LU- W v�ww¢Fo � Z o t °z o z TC ELEV =55.04 CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STANDARD PLAN L = w -z 0 L" m X 0 A88A CASE "A ". (SEE TYPICAL WHEELCHAIR RAMP DETAIL ON SHEET 3) o o z J n �; I ® CONSTRUCT TYPE 'M' MEDIAN CURB PER C.O.B. STD. DWG. NO. ST -18 zww�U�¢�c7o W Q z W LL STA. 50 +95.00 W FM-0 W Cn ()¢ F5 CONSTRUCT 4" THICK CONCRETE (PER CITY STANDARDS) z a U z Z ° o Iof dOOpwQ2? W 0 `\ (LS) PROPOSED LANDSCAPED AREA (BEHIND CURB & GUTTER) SEE LANDSCAPE a 0 E Q w F z \ ♦ PLANS BY OTHERS. Qxo� OQmL \ \ 1) ALL STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. w w w U z z o a a z z 0 � ° \ \ 2) SLOPE SHALL NOT EXCEED 2% W w W 0 0 w ♦ \ ♦\ p 0 W Z W U) EE W~ (A O \ oom oo ~Z0� o Z 5 > \ o_ Q w S U z O� \ CL z w w �\ Z O w W 1y 0z< OmZCL ♦ ww0wx aZdF"W >O� O ♦ � ¢ =Owl=- -ZOQO w UF-Z , F13 m \ U Z m� w Z Z LL \ ♦ W awa°� w> o cn�ui =za0z0L ♦ \ W 0 w O 0 m \ \ W ¢-j 5'~ ¢ to = J W W O \ ♦ \ 0 N w= z Q¢ 0 0 ZpSU(nW2 xw \ \ QQO� > >�oU,� \ o 0x�-0wwiwzOm \\ ♦ \\ w¢nLLz >WMF - D mwOwZJZ0¢m ¢X�,w0 IL \ \O ♦ __ x= O X w z z \ HHOMF -000�¢�E h \ ♦ 2 \ \ cb \ \ <- l \\ \\ \\ 1 � � EC 3' RAD. 10.84' LT AC ELEV =54.12 TC ELEV =54.95 STA. 50 +69.57 BC 3' RAD. 7.75' LT AC ELEV =54.21 TC ELEV =55.04 STA. 50 +69.57 BC 3' RAID. 7.75' RT AC ELEV =54.11 TC ELEV =54.94 C21 STA. 50 +73.74 EC 3' RAID. 10.84' RT AC ELEV =53.95 TC ELEV= 54.78 STA. 50 +95.00 EC 1' RAD. 3.53' LT AC ELEV =54.20 -- - -____ TC ELEV =55.03 STA. 51 +05.00 - - - - - -- STA. 50 +94.19 BC 1' RAD. BC 1' RAD. 1.93' LT 4.51' LT AC ELEV =54.23 AC ELEV =54.18 TC ELEV =55.06 TC ELEV =55.01 STA. 51 +06.08 EC 1' RAID LT AC ELEV =54.21 STA. 51 +18.16 C15 TC ELEV =55.04 BC 2' RAD. 1.99' LT C16 AC ELEV =54.25 (LS) p 51+ 00 o C17 (LS) C18TC ELEV =55.08 - - i EC 1' RAD. BC 2' RAD. 2.92' RT 1.99' RT STA. 50 +94.19 AC ELEV =54.14 AC ELEV =54.28 BC 1' RAD. TC ELEV =54.97 TC ELEV =55.04 4.51' RT STA. 51 +05.00 0 AC ELEV =54.11 BC 2' RAD. TC ELEV =54.94 1.93' RT STA. 50 +95.00 AC ELEV =54.16 EC 1' RAID. TC ELEV =54.99 W 3.53' RT AC ELEV =54.13 TC ELEV =54.96 2 `Ssr1�s h � STA. 93 +18.31 I STA. 93 +18.38 / ♦ 1� EC 3' RAD. EC 3' RAD. \ 10.53' LT 12.94' RT \ ` AC ELEV =53.63 AC ELEV =53.58 / TC ELEV =54.46 TC ELEV =54.41 ♦ � �` � C34 STA. 93 +14.34 \ \ STA. 9A. S BC 3' RAID. 7 C33 / C35 / \\ 113.89' RLTIDD 4 Sj --> AC ELEV 25' RT \ AC ELEV =53.54 dj� / \ TC ELEV =54.32 TC ELEV =54.37 (D r 0 I yC / � a 0� to I- / \ N \l\\ N Z (V J (L S) 0) F N to to STA. 92 +98.47 C4 Q w w N U cj > > EC 1' RAD. rn Z w w O / 10.15' LT v~i Q IU- Q Q w w C36 STA. 92 +93.20 AC ELEV =53.45 co EC 1' RAD, TC ELEV =54.28 + V) Q 10.56' RT / AC ELEV=53.41 1 STA. 92 +97.62 C42 °o TC ELEV =54.24 / BC 1' RAD. o ° ° STA. 92 +92.36 / 9.17' LT ° BC 1' RAD. AC ELEV =53.47 v C37 9.57' RT ,V TC ELEV =54.30 5 i ° - AC ELEV =53.43 i STA. 92 +87.65 % "> STA. 92 +82.37 TC ELEV =54.26 ' EC 1' RAD. v 30 1 8.06' LT �`4 AN.GLE PT. STA. 92 +82.32 2.50' LT EC V RAD. ` AC ELEV =53.40 , =- ° AC ° ELEV =53.49 8.21' RT i TC ELEV =54.23 C41 TC ELEV =54.32 AC ELEV =53.38 0 STA. 92 +86.62 O ° TC ELEV =54.21 i I BC 1' RAD. C40 STA. 92 +81.26 ROUNDABOUT "A" DETAIL 1 AC ELEV =53.38 4 C38 1C9120' RDT TC ELEV =54.21 co AC ELEV =53.36 1 STA. 92 +83.06 00 no (LS) C39 STA. SCALE. 1 92 +74.48 ��- 10' FCC 109' RAD. + 9.00' LT -J w w FCC 107' RAD. 1 AC ELEV =53.36 - 9.00' RT TC ELEV =54.19 Q 0 00 w w AC ELEV =53.34 Z't U U TC ELEV =54.17 (nK N¢H U z O co M O LO U) f6 O W z �T W 00 (c) � O cn a) X c/) (' LL Z Q " LU Q0 06 W N M Z a) O U)N LLl Z W in _ F- C'4 C!7 (.0 ..L O Of CO O^ " L <' w F- Q 0 - z W n, z w Q o m p w W = Z J } o_ LU CO Z W w N � � w 0 U W > W 3 L W O ¢ LL 0- o a 00 �O rn � Q- w _� U U V O 0- cry os/ 938 (%) Z c) < O to r� = Q z F--- - W W o 5 c W O O 0 O r�mm 0. Q� LlJ o 0 z U z:D N 'Or' 3 � L.L �W O z ¢ W J L.L a m ry 0 m ¢ 0 z o v ♦^ � J 0 C) 0 0 m F- i cn w w c~n 00 0 DATE 12/3012014 j PA JOB No. 13 -2750H { SHEET 0 CL E 0 LO rl- N OF 21 SHEETS F- - z z Q o m � o_ LU N DATE 12/3012014 j PA JOB No. 13 -2750H { SHEET 0 CL E 0 LO rl- N OF 21 SHEETS STA. 86 +54.77 EC 1' -BC 107' RAD. 9.24' RT AC ELEV =52.81 TC ELEV =53.64 STA. 86 +62.10 EC 107' RAD. 9.00' RT AC ELEV =52.79 2.49' RT AC ELEV =52.94 (LS) TC ELEV =53.77 STA. 86 +58.60 ANGLE PT. 2.48' RT AC ELEV =52.92 F-4-1- TC ELEV =53.75 EC 1' RAD. 9.00' LT AC ELEV =52.79 TC ELEV =53.62 STA. 86 +58.56 BC 1' RAD. 8.00' LT AC ELEV =52.81 TC ELEV =53.64 STA. 86 +53.70 STA. 86 +43.67 EC 1' RAD. CURVE BC 1' RAD 8.24' RT DELTA 9.67' RT 4C ELEV =52.83 AC ELEV =52.85 TC ELEV =53.66 TC ELEV =53.68 1.00' STA. 86 +42.83 1.06' EC 1' RAD. 1.00' 1.58' 10.65' RT 1.00' AC ELEV =52.83 1.52' TC ELEV =53.66 p ° C10 �2'I o l> ° G . STA. E i Al CONSTRUCTION NOTES CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. CONSTRUCT STANDARD SIDEWALK PER STD. DWG. ST -3. (WIDTH VARIES) CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STANDARD PLAN / A88A CASE "A ". (SEE TYPICAL WHEELCHAIR RAMP DETAIL ON SHEET 3) CONSTRUCT TYPE 'M' MEDIAN CURB PER C.O.B. STD. DWG. NO. ST -18 2 CONSTRUCT 4" THICK CONCRETE (PER CITY STANDARDS) (LS) PROPOSED LANDSCAPED AREA (BEHIND CURB & GUTTER) SEE LANDSCAPE PLANS BY OTHERS. 1) ALL STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. 2) SLOPE SHALL NOT EXCEED 2% Ac � S � i STA. 86 +26.75 EC 3' RAD. 14.67' RT AC ELEV =52.87 TC ELEV =53.70 > 5. ° 2.51' LT AC ELEV =52.97 D ° TC ELEV =53.80 (LS) C7 >N, STA. 86 +48.59 tx ANGLE PT. �4j5L ° 2.50' LT c I C4 AC ELEV =52.98 TC ELEV =53.81 STA. 86 +47.64 BC 1' RAD. 9.12' LT AC ELEV =52.85 TC ELEV =53.68 STA. 86 +48.59 EC 1' RAD. 8.12' LT AC ELEV =52.87 TC ELEV =53.70 STA. 86 +22.82 BC 3' RAD 11.38' RT AC ELEV =53.02 TC ELEV =53.8° STA. 86 +22.81 BC 3' RAD. 9.43' LT AC ELEV =53.10 TC ELEV =53.93 STA. 86 +26.61 EC 3' RAD. 12.75' LT AC ELEV =53.00 TC ELEV =53.83 CURVE TABLE CURVE RADIUS LENGTH DELTA TANGENT Cl 107.00' 7.31' 3'54'43" 3.65' C2 1.00' 1.63' 93'35'06" 1.06' C3 1.00' 1.58' 9016'02" 1.00' C4 1.00' 1.52' 87'04'04" 0.95' C5 94.00' 21.48' 13'05'44" 10.79' C6 3.00' 6.03' 11514'27" 4.73' C7 70.00' 20.88' 17'05'34" 10.52' C8 3.00' 6.11' 116'42'57" 4.87' C9 107.00' 16.51' 8'50'20" 8.27' C10 1.00' 1.40' 80'00'02" 0.84' C11 3.00' 6.07' 115'52'48" 4.79' C12 70.00' 20.08' 16'26'05" 10.11' C13 3.00' 6.03' 11514'27" 4.73' C14 94.00' 21.33' 13'00'04" 1 10.71' C15 1.00' 1.50' 85'52'23" 0.93' C16 1.00' 1.57' 90'00'00" 1.00' C17 1.00' 1.57' 90'00'00" 1.00' C18 1.00' 1.44' 82'22'34 0.88' C19 95.00' 16.47' 9'56'03" 8.26' C20 3.00' 6.03' 11514'27" 4.73' C21 94.00' 16.56' 10'05'35" 8.30' C22 1.00' 1.47' 8356'41" 0.90' C23 1.00' 1.58' 9016'02" 1.00' C24 107.00' 2.44' 1'18'30" 1.22' C25 1.00' 1.59 90'58'44" 1.02' C26 1.00' 1.44' 8238'05" 0.88' C27 107.00' 21.42' 11'28'15" 10.75' C28 3.00' 6.11 116'42'57" 4.87' C29 70.00' 20.88' 17'05'34" 10.52' STA. 84 +84.32 EC 3' RAD. 10.13' LT AC ELEV =53.86 TC ELEV =54.69 STA. 84 +80.45 BC 3' RAD. 13.43' LT AC ELEV =53.71 TC ELEV =54.54 STA. 84 +64.39 EC 1' RAD. \ 9.84' LT AC ELEV =53.82 TC ELEV =54.65 STA. 84 +63.52 BC 1 RAD. 8.85' LT AC ELEV =53.84 TC ELEV =54.67 STA. 84 +53.52 EC 1' RAD. 8.00' LT AC ELEV =53.93 TC ELEV =54.76 STA. 84 +52.52 BC 1' RAD. 9.00' LT AC ELEV =53.91 TC ELEV =54.74 N 000 00 0K) On 0 m� Loa Croao c6 It It (LS) '(00 0 w o 1 co 1 + J 1 II 1 I I W z I I 1 I I I 1 I �ZN» I I i STA. 84 +84.32 EC 3' RAD. 10.13' LT AC ELEV =53.86 TC ELEV =54.69 STA. 84 +80.45 BC 3' RAD. 13.43' LT AC ELEV =53.71 TC ELEV =54.54 STA. 84 +64.39 EC 1' RAD. \ 9.84' LT AC ELEV =53.82 TC ELEV =54.65 STA. 84 +63.52 BC 1 RAD. 8.85' LT AC ELEV =53.84 TC ELEV =54.67 STA. 84 +53.52 EC 1' RAD. 8.00' LT AC ELEV =53.93 TC ELEV =54.76 STA. 84 +52.52 BC 1' RAD. 9.00' LT AC ELEV =53.91 TC ELEV =54.74 ° D > p ° -a EC 3' RAD. 9.88' RT AC ELEV =53.86 TC ELEV =54.69 BC 3' RAD. 13.17' RT AC ELEV =53.77 TC ELEV =54.60 STA. 84+59.51 EC 1' RAD. 9.24' RT AC ELEV =53.86 TC ELEV =54.69 STA. 84 +58.58 BC 1' RAD. 8.25' RT AC ELEV =53.88 TC ELEV =54.71 STA. 84 +48.58 EC 1' RAD. 8.00' RT AC ELEV =53.92 TC ELEV =54.75 . STA. 84 +47.58 BC 1' RAD, 9.00' RT AC ELEV =53.90 TC ELEV =54.73 STA. 152+82.81 EC 3' RAD. 14.67' LT AC ELEV =53.31 TC ELEV =54.14 BC 3' RAD. 11.38' LT AC ELEV =53.46 TC ELEV =54.29 C29 C28 STA. 152 +78.87 BC 3' RAD. 9.43' RT Sit $Z. AC EL 12 TC ELEV =58:5 454 -S C20 EC 3' RAD. 12.75' RT AC ELEV =53.43 TC ELEV =54.26 i Jf I EC 1' RAD. 8.93' LT AC ELEV =53.3" TC ELEV =54.2( STA. 153 +03.77 BC 1' RAD. 9.92' LT AC ELEV =53.35 TC ELEV =54.18 STA. 153 +U4. ec ANGLE PT. 2.51' LT AC ELEV =53.50 TC ELEV =54.33 (LS) 1 cTA 152 2.50' LT AC ELEV =53.51 TC ELEV =54.34 STA. 152 +98.81 BC 1' RAD. 9.51' RT AC ELEV =53.38 TC ELEV =54.21 STA. 152 +99.7C EC 1' RAD. 8.51' RT AC ELEV =53.40 TC ELEV =54.23 STA. 153+14.68 BC 1' RAD. 8.03' LT AC ELEV =53.40 STA. 153 +15.71 TC ELEV =54.23 EC 1' -BC 107' RAD. 9.03' LT AC ELEV =53.38 TC ELEV =54.21 STA. 153 +18.16 EC 107' RAD. 9.00' LT AC ELEV =53.38 n TC ELEV =54.21 I I I I C26 rC25 o STA. 153 +14.64 AN PT. 2.50' RT (LS) 5 > AC ELEV =53.51 _ -_ _ L TC ELEV =5 3f1 --Q- �� > CL INT. STA. 153 +09.69 ANGLE PT. 2.49' RT 4 AC ELEV =53.55 p C23 TC ELEV =5 . 38 EC 1' RAD. 9.00' RT AC ELEV =53.41 TC ELEV =54.24 \STA. 153 +09.67 BC 1' RAD. 8.00' RT AC ELEV =53.43 TC ELEV= 54.26 ---------T------------ I I I NOTE: DESIGN OF HORIZONTAL GEOMETRY OF ROUNDABOUTS PREPARED BY RUETTGERS & SCHULER CIVIL ENGINEERS. SIGNATURE BELOW FOR HORIZONTAL GEOMETRY AND STRIPING & SIGNAGE FOR ROUNDABOUTS ONLY. ELEVATION AND PROFILE DESIGN PREPARED BY PORTER & ASSOCIATES, INC. ROUNDABOUT "B" DETA SCALE: 1 "= 10' I U N 000 00 0K) On 0 m� Loa Croao c6 It It (LS) '(00 0 w o o'nu) co 0 Lo + J +J'n II Lq W z J(!)S�Zm cl) W _ w=0 �ZN» OOZNww - I,IJ � M m 00Q -1� ww Q � ww Q N o °za 0 F- QCK06�.'o m� QH V) Q : i1 L I..L OO�2 co 2o oa ° D > p ° -a EC 3' RAD. 9.88' RT AC ELEV =53.86 TC ELEV =54.69 BC 3' RAD. 13.17' RT AC ELEV =53.77 TC ELEV =54.60 STA. 84+59.51 EC 1' RAD. 9.24' RT AC ELEV =53.86 TC ELEV =54.69 STA. 84 +58.58 BC 1' RAD. 8.25' RT AC ELEV =53.88 TC ELEV =54.71 STA. 84 +48.58 EC 1' RAD. 8.00' RT AC ELEV =53.92 TC ELEV =54.75 . STA. 84 +47.58 BC 1' RAD, 9.00' RT AC ELEV =53.90 TC ELEV =54.73 STA. 152+82.81 EC 3' RAD. 14.67' LT AC ELEV =53.31 TC ELEV =54.14 BC 3' RAD. 11.38' LT AC ELEV =53.46 TC ELEV =54.29 C29 C28 STA. 152 +78.87 BC 3' RAD. 9.43' RT Sit $Z. AC EL 12 TC ELEV =58:5 454 -S C20 EC 3' RAD. 12.75' RT AC ELEV =53.43 TC ELEV =54.26 i Jf I EC 1' RAD. 8.93' LT AC ELEV =53.3" TC ELEV =54.2( STA. 153 +03.77 BC 1' RAD. 9.92' LT AC ELEV =53.35 TC ELEV =54.18 STA. 153 +U4. ec ANGLE PT. 2.51' LT AC ELEV =53.50 TC ELEV =54.33 (LS) 1 cTA 152 2.50' LT AC ELEV =53.51 TC ELEV =54.34 STA. 152 +98.81 BC 1' RAD. 9.51' RT AC ELEV =53.38 TC ELEV =54.21 STA. 152 +99.7C EC 1' RAD. 8.51' RT AC ELEV =53.40 TC ELEV =54.23 STA. 153+14.68 BC 1' RAD. 8.03' LT AC ELEV =53.40 STA. 153 +15.71 TC ELEV =54.23 EC 1' -BC 107' RAD. 9.03' LT AC ELEV =53.38 TC ELEV =54.21 STA. 153 +18.16 EC 107' RAD. 9.00' LT AC ELEV =53.38 n TC ELEV =54.21 I I I I C26 rC25 o STA. 153 +14.64 AN PT. 2.50' RT (LS) 5 > AC ELEV =53.51 _ -_ _ L TC ELEV =5 3f1 --Q- �� > CL INT. STA. 153 +09.69 ANGLE PT. 2.49' RT 4 AC ELEV =53.55 p C23 TC ELEV =5 . 38 EC 1' RAD. 9.00' RT AC ELEV =53.41 TC ELEV =54.24 \STA. 153 +09.67 BC 1' RAD. 8.00' RT AC ELEV =53.43 TC ELEV= 54.26 ---------T------------ I I I NOTE: DESIGN OF HORIZONTAL GEOMETRY OF ROUNDABOUTS PREPARED BY RUETTGERS & SCHULER CIVIL ENGINEERS. SIGNATURE BELOW FOR HORIZONTAL GEOMETRY AND STRIPING & SIGNAGE FOR ROUNDABOUTS ONLY. ELEVATION AND PROFILE DESIGN PREPARED BY PORTER & ASSOCIATES, INC. ROUNDABOUT "B" DETA SCALE: 1 "= 10' I U �LLa w°`� ° a U O U O a ~ m p ZUcnw wZLLH 7 o cwi�m=z�.>- =-o L c`7 Ozr= -LLOa co aQZV�z�wz0 of ccoM W ZO >°°cnQ O uiv vJ LD � L'u W z J(!)S�Zm cl) W _ w=0 Ct ui N = =wcncW��� Or���gaLL�F - I,IJ � M m a�wF- UjpOO °� p Q � a w Z = ~L)ElfZ U O °za 0 F- QCK06�.'o m� to N %< 0 r-Q LL' -Z W � °w W Z wz 0, : i1 L I..L OO�2 co 2o oa e Z ww>- >OUZ=c=n� °wzQw.E, VJ m 00 W�co0 �¢� = N LU (fl °Zw�oOm 0 0 a o W2, o¢ , , W N co p a W w o W z L- O ax°- a°=6EUX (If 0 N ZOwzwlTtazoz¢ z t� W W 0lZ�xOwUQ a Zat- w >pcno =U z0w N QQ QwOz UQOw rzw �/ O O 0L W z z� U - °w w Ow O N � w w=" U U Co O zQ p n ^ Q�owOUOa�rz -�- < Q W. J W W J 0 1 L1 cnW 2 <'ZQQop z p U m W "' uw ZQ ~O 2 > ° J p 2 °¢~OwWC=i»a CD LL- LLJ F- Z Z Q m 0 W W U O< m �ca!)� W WUo Luz -� Ov H H D a t- ui Q 0 \ j � LLl LLJ LL a w w Z C) Z w cc = J w LL o } m w w X a rA�ER � , Q N a M w > U c'- cL� A� Z C) � O cn NQJ Q Z W W o o0 WQ�= O 00 0 J m om Wo° r_ N ZD O 3 zW O z Q W< J d 0 0 m ct Q 0 z Elf rn o v I cn 0 o_ N IL cn w w 0 0 w, a IDATE 12/30/2014 PA JOB No. 13 -2750H SHEET 0 > 0 0- E i 0 N � OF 21 SHEETS a V) z Q O CL w o > a IDATE 12/30/2014 PA JOB No. 13 -2750H SHEET 0 > 0 0- E i 0 N � OF 21 SHEETS NOTE: 1 DESIGN OF HORIZONTAL GEOMETRY OF ROUNDABOUTS PREPARED BY RUETTGERS & SCHULER CIVIL ENGINEERS. SIGNATURE BELOW FOR HORIZONTAL GEOMETRY AND r STRIPING & SIGNAGE FOR ROUNDABOUTS ONLY. r ELEVATION AND PROFILE DESIGN PREPARED BY PORTER & / ASSOCIATES, INC. r / QROFESSiav JEFFREY CD r No. C58155 m * Exp. 6 -30-16 1800 30th Street, Suite 260 CIV1\- Bakersfield, California 93301 REGISTERED CIVIL ENGINEER DA E CAL1� (661) 327 -1969 BC 105' RAD. 9.00' LT AC ELEV =51.72 STA. 160 +88.70 EC 1' RAD. 8.30' LT AC ELEV =51.81 TC ELEV =52.64 STA. 160 +87.6 BC 1' RAID. 9.30' LT AC ELEV =51.79 TC ELEV =52.62 STA. 160 +68.70 ANGLE PT. 2.50' LT AC ELEV =51.92 (LS) TC ELEV =52.75 STA. 160 +83.90 ANGLE PT. 2.50' LT AC ELEV =51.92 F _ TC ELEV =52.75 STA 160+51.47 C11 BC 109' RAD. 9.00' RT AC ELEV =51.79 STA. 160 +82.8 TC ELEV =52.62 BC 1' RAD 9.01' RT AC ELEV =51.79 TC ELEV =52.62 STA. 160 +83.90 EC 1' RAD. 8.01' RT AC ELEV =51.81 TC ELEV =52.64 CURVE TABLE CURVE RADIUS LENGTH DELTA TANGENT C1 105.00' 7.95' 4'20'13" 198' C2 1.00' 1.65' 94'20'13" 1.08' C3 1.00 1.38' 79'06'56" 0.83' C4 105.00' 16.92' 914'07" 8.48' C5 3.00' 6.25' 11918'04" 5.12' C6 70.00' 23.49' 1913'39" 11.86' C7 3.00' 6.21' 118'33'08" 5.05' C8 109.00' 21.86' 11'29'27" 10.97' C9 1.00' 1.45' 82'59'04" 0.88' C10 1.00' 1.58' 90'44'51" 4.79' C11 109.00' 1.42' 0'44'51" 0.71' C12 3.00' 6.15' 117'30'21" 4.94' C13 109.00' 21.43' 1115'57" 10.75' C14 1.00' 1.42' 81'28'04" 0.86' C15 1.00' 1.62' 92'38'43" 1.05' C16 109.00' 5.50' 2'53'19" 2.75' C17 110.74' 2.77' 1'25'57" 1.38' C18 1.00' 1.60' 91'51'09" 1.03' C19 1.00' 1.43' 81'53'16" 0.87' C20 109.00' 17.02' 8'56'45" 8.53' C21 3.00' 6.17' 117'53'08" 4.98' C22 1 70.00' 22.71' 1 18'35'21" 11.46' G ° D P o a. CURVE TABLE CURVE RADIUS LENGTH DELTA TANGENT C23 3.00' 6.07' 115'54'12" 4.79' C24 100.00' 21.19' 12'08'26" 10.63' C25 1.00' 1.44' 82'30'56" 0.88' C26 1.00' 1.58' 90'39'21" 1.01' C27 100.00' 1.14' 0'39'21" 0.57' C28 100.00' 7.05' 4'02'22" 3.53' C29 1.00' 1.64' 94'02'22" 1.07' C30 1.00' 1.38' 79'05'26" 0.83' C31 100.00' 15.23' 8'43'31" 7.63' C32 3.00' 6.07' 115'55'04" 4.79' C33 70.00' 15.35' 12'33'41" 7.70' C34 1.00' 1.43' 81'55'36" 0.87' C35 100.00' 21.27' 1211'22" 10.68' C36 3.00' 6.07' 115'56'38" 4.80' C37 70.00' 13.52' 11'04'06" 6.78' C38 3.00' 6.09' 11616'33" 4.83' C39 100.00' 21.28' 1211'26" 10.68' C40 1.00' 1.42' 8118'08" 0.86' C41 1.00' 1.61' 92'00'09" 1.04' C42 1.00' 1.69' 96'56'07" 1 1.13' SC 1' RAID. 9.91' LT AC ELEV =51.90 TC ELEV =52.73 STA. 160 +99.51 EC 1' RAD. 10.89' LT AC ELEV =51.88 TC ELEV =52.71 i i i i / S• 2 STA. 160 +93.90 ANGLE PT. 2.50' RT AC ELEV =51.99 +OOTC ELEV =52.82 (LS) / / / i i i i / S• 2 STA. 160 +93.90 ANGLE PT. 2.50' RT AC ELEV =51.99 +OOTC ELEV =52.82 (LS) 2.50' RT AC ELEV =52.02 TC ELEV =52.85 EC 1' RAD. 9.82' RT AC ELEV =51.85 TC ELEV =52.68 STA. 160 +93.90 BC 1' RAD. 8.82' RT AC ELEV =51.87 TC ELEV =52.70 °i 2 ``rJ a, POINT "A" POINT "B" POINT "C" STA. 14 +59.31 STA. 14 +53.36 STA. 14 +53.36 ANGLE A EC 1 RAD. 2.50' LT 2.50' LT 4.01' RT AC ELEV =52.37 AC ELEV =52.41 AC ELEV =52.34 TC ELEV =53.20 TC ELEV =53.24 TC ELEV =53.17 4 CONSTRUCTION NOTES ° � u. U- 0 N� aC-)0 w0U) f , �TA. 6 +61.66 �o STA. 6 +51.95` V EC 100 RAD. EC 1' RAD. �l CONSTRUCT 6" CURB &GUTTER PER C.O.B. STD. DWG. ST -1. ? W W z w z o 4.06' LT 3.04' RT , w u� w ¢ - IAC ELEV =52.71 C4 C4 AC ELEV =52.71 20 CONSTRUCT STANDARD SIDEWALK PER STD. DWG. ST -3. (WIDTH VARIES) m o °z a z U - O TC ELEV =53.54 o TC ELEV =53.54 �1 0 \\ CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STANDARD PLAN C C = W o m U) F- (n m STA. 6 +52.51 STA. 6 +51.95 \ A88A CASE "A ". (SEE TYPICAL WHEELCHAIR RAMP DETAIL ON SHEET 3) o r- o z J v " 0< 0 E EC 1 RAD. ! °D EC 1' RAD. 1 W Z 5.36' LT 3.04' RT W� =�J�=�zm 5. ELEV =52.73 5 AC ELEV =4' RT \ ® CONSTRUCT TYPE 'M' MEDIAN CURB PER C.O.B. STD. DWG. NO. ST -18 uj w o w a W w U- t-- } _� N LU TC ELEV =53.56 \ o ~ � � � fu) Q cis TC ELEV =53.56 E CONSTRUCT 4" THICK CONCRETE (PER CITY STANDARDS) a' W � 5 ° o o ~ U \ �Q��zzU w� CO > �a000w¢cncnU STA. 6 +51.33 STA. 6 +50.89 \ (LS) PROPOSED LANDSCAPED AREA (BEHIND CURB & GUTTER) SEE LANDSCAPE ¢ 0 a �_ a R5 � _ z U 5 � CO /BC 1 RAID. C40 I C34 BC 1' RAID. \ \ PLANS BY OTHERS. ¢ o o °z¢ m O�^ 06 U Q 4.44' LT Q 1.97' RT \ V ) LL AC ELEV =52.67 cord AC ELEV =52.67 1) ALL STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. z z a a a z z mo 3 ° C7 N TC ELEV =53.50 `n^ C ELEV =53.50 \ 2) SLOPE SHALL NOT EXCEED 2% �n z w a W vJ Z cu �N STA. 6 +40.82 \ \ w°wzwU)o:W�v)O Q m N STA. 6 +41.35 0 W z<cW ��gzzw W EC 1 RAD. EC 1' RAD. ¢ = o o ,,ma�xx co 7.06' LT 3.78' RT e oLLo�¢ �ozoQ W _Z N O AC ELEV =52.65 AC ELEV = 52.65 \ z z °w w Q o0 o o TC ELEV =53.48 (LS) C35 ¢ w w o TC ELEV =53.48 -� =U -c�� F Cn N C39 zapwwLIJ X0ZQ Z to co \ O�Z� =owU¢� w W CL 6 W 0z pp Z v>p � N vZ� Om c- "-woW-0 Wm L O r (n -Z < U Z _ 4 STA. 6 +29.08 \ - ¢ Cn J W W O STA. 6 +29.25 C36 EC 3' RAD. ¢ U > J 0 lom"f w == z a¢ 0 0 EC 3' RAD. C3 `G C3 7.90' RT �p �� � z F- D. LL 11.80' LT QG AC ELEV =52.56 \ �wo��waowz AC ELEV =52.56 0 w w = w O oo r TC ELEV =53.39 ����� �� TC ELEV =53.39 `` o a o o z> U) m a L STA. 6 +25.11 °ai °� STA. 6 +25.11 \ O m u 0 z z Z z o w BC 3' RAD. `° m W O W Z J- 0¢ m Q J wU >F- �+ �� w w U O w z< U)i r U) BC 3' RAD. ¢cp 4.78' RT ==D)o =O�wZ= 8.72' LT a AC ELEV =52.66 2 �- "- 00- -0ow¢� AC ELEV =52.66 I LO TC ELEV =53.49 \ TC ELEV =53.49 Y CL � 1 F a a, o �0 0 � W 0 o W 0 ? J r CD co -- - - - - - - -- w w - - -- __ -__ - - - -- w U cn > W L W STA. 162 +83.92 STA. 162 +93.93 a D EC 1' RAD. BC 1' RAID. 162 EC +9`1'•98 a o STA. 162 +62.11 9.30' LT 8.13' LT STA' RAD D AC ELEV =51.84 AC ELEV =51 • EC 3' RA. 1 .77 9.13' LT G�NEER 15.37' LT TC ELEV =52.67 TC ELEV =52.60 AC ELEV °51.75 m AC ELEV =51.96 STA. 162 +83.07 52.58 TC ELEV =52.79 BC 1' RAD. TCSTAE 163 +00.51 =Q� �4Q ap tjp EC 109' RAD. 10.29' LT 9.00' LT C12 AC ELEV =51.82 (LS) TC ELEV =52.65 AC ELEV =51'73 w M > v /V STA. 162 +58.13 ELEV =52.56 3 z BC 3' RAD. C13 V C16 TC Oct p� V J 12.09' LT M AC ELEV =52.06 C14 5 162 +93.93 0 �� � !! � i o " o- C15 STA. oz z TC ELEV =52.89 STA. 162+83'92 > ANGLE PT. wuo ANGLE PT. ° �.. ° AC EL =51-88 51 88 _ cy�,lsr�3� * �`P ¢,r5 S 2.52' LT 71 �'r' S�? AC ELEV =51.96 TC ELEV =52• (LS) D ip -� Y+ ��QG 2�RT TC ELEV =52.79 163 +00 PAR CAMPUS PARK DRIVE h�. - 5 �. STA. 162 +78.99 STA. 162 +88.9`x. KDRIVE C22 ANGLE PT- ° ANGLE PT. 162 +00 2.50' LT A 0 2.48' RT 4 O AC ELEV -51.93 AC ELEV =51.92 CAMPUS PARK DR. 161 +88.91 TC ELEV =52.76 p� ° C18 TC ELEV = 52.792 88 CL INT. C19, ` ° C17 STA- 1 11 RAD• V EC 11 V / STA. 162 +57.88 9.00 ' RT CD BC 3' RAD. n4 , C20 AC ELEV= 51'79 A 10.52' RT TC ELEV -52.62 AC ELEV =52.01 STA 162 +78.17 99 TC ELEV =52.84 C21 BC 1' FAD. STA. EC2I BRAD. T 10.06' RT ' RT Q v STA. 162 +61.73 AC ELEV -52 62 AC ELEV =51.80 � H D j EC 3' RAD. TC ELEV- 162 +79.02 63 13.90' RT STA• TC ELEV =52. W W AC ELEV =51.86 EC 1' RAD- STA. 162 +88.96 - _ - T (LS) TC ELEV =52.69 9.07' RT 51.81 BC 1' RAD' -- -- Q AC ELEV_ 52 64 8.03' RT Q 27 TC ELEV- - 91:82- C cn C U - (LS) W C - o > D I- D� ! D 0 00 m 0 J 00 m s 0. Qa <' Uzi O OFG ILIA �' / 10, / 2 / m ¢ , o j , z / ) O STA. 14 +88.78 TA. 1 4 +88.78 3 EC ' RAD. EC 3' RAD. SSS / v 7.66' RT AC LT ELEV =52.33 . I ?g`�.� AC ELEV =5233 AC T 0 TC ELEV =53.16 C33 9c TC ELEV=53.16 / 0 O C32 C23 (LS) 4 STA. 14 +84.79 0 F- M N ap N STA. 14 +84.79 j. i BC 3' RAID. Ni a N ri n d � n BC 3' RAD. / / w AC E V fDW OLD LO (Dw OU O 10.81' RT \ AC ELEV =52.24 +8 Lo II II +-j - TC ELEV =53.07 C31 D N» C �j j> AC ELEV =52.24 / , cn O � Q W J - zz W J TC ELEV =53.07 , WW JW O STA. 14 +70.12 E- U O W o C24 .01 o EC 1' RAD. Q I Q / N \ AC LT STA. 14 +64.23 a AC ELEV =52.27 i� ~ TC ELEV =53.10 C30 EC 1' RAD. / ( STA. 14 +69.31 5.85' RT z z AC ELEV =52.31 Q O BC 1' RAD. TC ELEV =53.14 / 0- U) 5.83' LT AC ELEV =52.29 5 C25 � o TC ELEV =53.12 ° i� . STA. 14 +63.36 N STA. 14 +59.31 POINT " BC 1' RAD. �3 EC 1' RAD. LN 1D 4.86' RT ,/ DATE 12/30/2014 4.25' LT C29 A ELEV =52.34 ; i _ 33 i PA JOB No. 13 -2750H AC ELEV =52.34 / TC ELSF�[A.514 +52.35 N 1 TC ELEV =53.17 STA. 14 +58.24 P BC 1' RAD. ° i SHEET C28 , _ ' DETAIL. B25 ' RAD. O C26 AC ELEV =52.32 1" _ _ ROUNDABOUT "C" G 'AC ELEV =52.32 -C2 TC ELEV = 53151 ; - - a TC ELEV =53.15 _�_ � STA. 14+5 - STA. 14 +51.21 _ - -- �B�01o0T RAD. P (LS) BC 100' RAD. SCALE. 1 „- 10' 0 5.00' RT C ELEV =52.32 4 AC ELEV =52.30 TC ELEV =53.15 TC ELEV = 53.43-1�`' I�.s OF 21 SHEETS a g7' v�00 C07' GRAD r TC FCFV� STq FCFV� S3 87 @C 7' 48 +9 54'64 4C 0• CRgD g'09 TC /- _-s 3 V� S4 • >g ; ti ti CO '9 IV 16* 62 o Q n EC 3: ' 1.0: 2'SO`F pTgS 03 f �'� hi v qC 9 4 RAD qC F C7' rnU 40 40 TC FCFV, 4 CT TC CFV\ Cl d 2 (v > O FCFV, 53.82 ECFV S3 8 •� ' cu � C2 S4, ss E Tq (C S) q O0, . R� pgs 03 4 4 ,AO ST C g+ 7 ° D q' 4 �9�00 Cam` qC @ 8 1' RgDB ST S4'S7 /. 5 \ TC E� FV,S3 CT q Di FV, • 84 *94 d 6 9. 07 RT D 04 C9 P D 1 (CS) S\ > TC FCFV-S,3 FCFV 6 STq C 4 qSg.S•7. F TC CFV� 4 S> F qC 2S T TC ELEV` S3 p 2T C7 s4• >8 q C F 2.4 j �' T STq TC.4 e-'5'3 8s FC , . 06. n, - 69 AC 9. S nqD. � TC 3 2T 4' SS \ \ \ \ o \ \ 2 \ \ \ CURVE TABLE CURVE RADIUS LENGTH DELTA TANGENT Cl 1.00' 1.56' 89'39'12" 0.99' C2 1.00' 1.46' 83'52'05" 0.90' C3 80.00' 15.69' 1114'12" 7.87' C4 3.00' 5.90' 112'43'43" 4.51' C5 70.00' 20.82' 17'02'23" 10.49' C6 3.00' 6.37' 121'35'06" 5.37' C7 95.00' 22.05' 13'17'47" 11.07' C8 1.00' 1.46' 83'23'27" 0.89' C9 1.00' 1.57' 9 °03'25" 1.00' C10 109.00' 3.65' 1'55'02" 1.82' C11 1.00' 1.60' 91'55'02" 1.03' C12 103.00' 1.68' 0'55'59" 0.84' C13 1.00' 1.59' 90'55'59" 1.02' C14 1.00' 1.43' 81'48'17" 0.87' C15 109.00' 21.53' 1119'07" 10.80' C16 1.00' 1.44' 82'26'02" 0.88' C17 103.00' 8'54'39" 8.03' C18 3.00' ...16.02' 5.88' 11215'29" 4.47' C19 70.00' 16.13' 1312'20" 8.10' C20 3.00' 6.12' 116'56'18" 4.89' C21 3.00' 6.12' 116'56'18" 4.89' C22 70.00' 17.28' 14'08'35" 8.68' C23 3.00' 5.46' 104'20'14" 3.86' C24 88.00' 17.60' 11'27'31" 8.83' C25 109.00' 17.00' 8'56'06" 8.52' C26 1.00' 1.58' 90'20'28" 1.01' C27 991.00' 2.89' 010'01" 1.44' C28 1.00' 1.57' 89'56'32" 1.00' C29 1.00' 1.46' 83'29'09" 0.89' \ \ \ \ \ \ i � \-S) / (LS) n / EC 1- RAID. 8.00' LT AC ELEV =54.33 TC ELEV =55.16 STA. 78 +08.51 EC 991' -BC 1' RAID.' 9.00' LT AC ELEV =54.30 TC ELEV =55.13 STA. 78 +05.59 C BC 991' RAD. 9.00' LT AC ELEV =54.29 TC ELEV =55.12 ,p, 0x ' pp P p SO A S Opp �S �xti �P J/ P �G 9 p > \ p d D G �J 5 0 x09 D .�G D, / R7DGEa �G hG lip / Pry,h�. �x�1lti 5 v x1 PGG 'I� N O �C26 �X P G F' 0di�t�p� PGG 4.J STA. 78 +14.48 BC 1' RAID. 7.99' RT AC ELEV =54.34 TC ELEV =55.17 STA. 78 +04.56 EC 1' RAD. / 8.70' RT AC ELEV =54.32 / TC ELEV =55.15 BC 1' RAD. 9.70' RT AC ELEV =54.30 TC ELEV =55.13 EC 3' RAD. 13.17' RT AC ELEV =54.26 TC ELEV =55.09 CONSTRUCTION NOTES ❑1 CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. �2 CONSTRUCT STANDARD SIDEWALK PER STD. DWG. ST -3. (WIDTH VARIES) CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STANDARD PLAN A88A CASE "A ". (SEE TYPICAL WHEELCHAIR RAMP DETAIL ON SHEET 3) ® CONSTRUCT TYPE 'M' MEDIAN CURB PER C.O.B. STD. DWG. NO. ST -18 5❑ CONSTRUCT 4" THICK CONCRETE (PER CITY STANDARDS) (LS) PROPOSED LANDSCAPED AREA (BEHIND CURB & GUTTER) SEE LANDSCAPE PLANS BY OTHERS. 1) ALL STATIONING IS BASED ON CE[ATERLINE DATA UNLESS OTHERWISE NOTED. 2) SLOPE SHALL NOT EXCEED 2% / / / / ST A. >2 \ yVq o����` c� ,� NOTE: BC 3' R >•11 / / DESIGN OF HORIZONTAL GEOMETRY OF ROUNDABOUTS Ac 14,5 Tc F�e�53. R, �� SIGNATURE BELOW FOR SCHULER CIVIL AINDERS. 4.60 / STRIPING & SIGNAGE FOR ROUNDABOUTS ONLY. ELEVATION AND PROFILE DESIGN PREPARED BY PORTER & h / ASSOCIATES, INC. (LS) 44X61 AC 54,13 i 53 63 T i ggGFESS, \\ (LS) q FG ��F� ��FFREY ?� \ " / cx No. C58' *, Exp. 6 -3( 5 � CIVI\ REGISTERED CIVIL ENGINEER DATE F OF Cpl Z s / o r'� i OC� 5°`• � ss� � v' 0 2 ,A / STA. 76 +44.84 / EC 3' RAD. `r / 7.05' LT AC ELEV =54.19 STA. 76 +45.07 / TC ELEV =55.02 G EC 3' RAD. / STA. 76 +41.00 C19 PC' AC ELEV=54.R17 110.23' RAID. C18 �N? TC ELEV =55.00 / 6" 5' AC ELEV =54.10 / R =1/2' I ~_ 1 1 2" TC ELEV =54.93 020 ROUNDABOUT LANDSCAPED AREA C)/ STA. 76 +25.35 C17 ° ' '� STA. 76 +41.09 EC 1' RAID. 4 BC 3' RAD. 6.90' LT ) 12.26' RT AC ELEV =54.13 AC ELEV =54.02 �Q �J TC ELEV =54.85 � 2% MAX. R=1/2"- TC ELEV =54.96 cu � - a U 48 76 +24 e e1 . . / _ <d STA. 76 +24.48 STA U / QI� ANGLE PT. / �� 1 ' " < e A a BC 1' RAD. C16 2.50' RT f ,9 S e. d °e e a 5.91' LT C15 AC ELEV =54.24 / / / .e : e e. < } AC ELEV =54.15 D TC ELEV =55.07 / /\ /< < d e V e< A e d e e d sM TC ELEV =54.98 >° . // \ /\ \// e a STA. 76 +14.48 STA. 76 +20.22 / / � ° ' a - EC 1' RAD. D EC 1' RAD. d 7.11' RT AC LT 5 D C14 AC ELEV =54.08 TC ELEV =55.00 D ° /� TC ELEV =54.91 / CONSTRUCT 6" THICK CONCRETE APRON WITH MINIMUM 590# CEMENTITIOUS MATERIAL C13 \ G -d. D tr STA. 76 +19.36 / PER C.Y. OVER 12" NAT. GRD. COMPACTED TO 95% MAX. DENSITY. STAMPED CONCRETE STA. 76 +13.46 BC 1' RAID. , PATTERN AND COLOR TO MATCH PROPOSED LANDSCAPE MEDIANS BY LANDSCAPE / EC 103' -BC 1' RAD. C12 c 6.12' RT ARCHITECT'S PLANS, MATERIAL AND TYPE SHALL BE APPROVED BY CITY ENGINEER. 6.01' LT AC ELEV =54.10 / > ° TC ELEV =54.93 AC ELEV =54.15 D ° STA. 76 +09.36 TC ELEV =54.98 A TYPICAL SECTION STA. 76 +11.79 - EC 1' RAD. / / NTS BC 103' RAD. Ctt 5.06' RT / % / (� C10 AC ELEV =54.06 6.00' LT AC ELEV =54.16 - p TC ELEV =54.89 / E31 , TC ELEV =54.99 4 % STA. 76 +08.33 / o V, EC 109' -BC 1' RAD. STA. 76 +09.36 2501'ELTT cO ���� 6.06' RT , ROUNDABOUT "D" DETAIL �> N AC ELEV =54.04 AC ELEV =54.16 TC ELEV =54.87 Q � o TC ELEV =54.99 2 �U STA. 76 +04.68 _ Qry•Q�U BC 109' RAD 6.00' RT "_ . SCALE. � 10' AC ELEV =54.06 TC ELEV =54.89 SLOPE VARIES o- v .. 0 wpm w p w m° � zO�IZ wZw~ V 7 r O� uwimwm� WQF=p L_ ,! ~p's E c) Z c'7 E= z t, z w w o z xcnF�z ° >mm< ��^ ��//) 66 cnw co v W Z E r ?u6p w= w x O w m U Q c7 ~ r- F Cn :2 -- g < Lu t4 C `) �Q�jzz0p0� O w m m U 7 Qo ° °r ��=wz U 70 (C) z x Q w p i Q m U 08 Q Q 0zw W W m-zmZp � ) L LL Er C7 p o m p p p a w N w w x Y Z z x m W w } >OUZ x(nx °wQwm�w� -cno uJ < m aF =ozw�zpzom N Wco oo�c�x °lz ¢ww W (1) Z ° - z °xcn��Z> axpx °=vou� w�Qw�mC) w Z p Z= w x O z Q N .� co w W (n OwUQ oazat r �- - w > °mx U10LutZOwQOO F-z W ¢Zmm CQ CD 00_ O a- o >¢po�WO o cnwx =z<wozw0 ^ Q�pw�oa C�cnwx�zQQ0 Zp2U[nwxx�w QQ O> j � O m H x w p � w= w Z� N of W - W m o W z? p¢ m x -i , a> H w w 0 o w z Q m)- m 2 o m OU o Of¢ W O W ry di Q 0 a LL L w = w CD . m Z w w ww LL x a o a 0o r w _> v U O o d Of 3� Cis Z 0 � O cn 0. v- = N < -i �- Z� ~~ W LlJ C) o LLJ Q WQ ~= > D O O 0D CO co a. Q Q W Q0 z UziN 0 3 aW O z Q Wm m0 m Q 0 z m O x 0 r> 0 0 m cn w w cn _o N DATE 12/30/2014 j PA JOB No. 13 -2750H SHEET 0 a 0 ,n N OF 21 SHEETS cn o Q m � 00_ Lu N - DATE 12/30/2014 j PA JOB No. 13 -2750H SHEET 0 a 0 ,n N OF 21 SHEETS