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Home My WebLink About1.1-7288 Ph 1 - 5Rem cL woo zV)W�� Wo Lu uj Co w w C CIO�- 0 z c1r) Lo .. � tv I=CJS m LL Iowans wow 42D r%.- �E <> V)� kc dna co LL LOU. 0 aw xw ul C14 uj5< ¢f U v©u� f!? 04 62� x ��a�t� �«. : ��a��a�Foonn co LL z_ � 0) i"qmncr 0 2, L 0 sc- aCL o %00 <c6=-jW a A& AW Ain a) ma A00%L1. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC 07 z , I x IL Iff 's Bt , AF IL WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREETAw cl d 0 0 1= APOMMM RIGHT--OF--WAY. UNLESS SECURED BY AN IMPROVEMENT AGREEMENT, APPROVED INSURANCE � a,s u ul AND SECURITY BASED ON AN APPROVED ENGINEERS ESTIMATE FOR THE WORK PERFORMED� ' u- W a: >-�—ch0W— uj WITHIN THE RIGHT -CSF ---WAY SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. rO 9� 3 Z �, QOD 2. NO CITY INSPECTIONS WILL BE GIVEN FOR TIME WORK IN THIS AREA UNTIL. A SUBDIVISION ca a v 0 PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED. , ' 3. ANY WORK CONNECTING TO EXISTING PUBLIC FACILITIES FROM PRIVATE PROPERTY WILL. p 0 w uj REQUIRE AN ENGINEER'S ESTIMATE FOR THE WORK IN TIME EXISTING PUBLIC RIGHT--OF--WAY 0 0 x m z z TO ESTABLISH THE NECESSARY DEPOSIT FOR A STREET PERMIT. (FOR TRACTS WITH PRIVATE U -t _j 0 STREETS, PARCEL. MAP IMPROVEMENTS, OR PUBLIC TRACTS WITHOUT RECORDED MAPS). t� � � v) z � � w oujowo 4. PRIOR TO LAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL. VERIFY THAT u.t 000� w w REMAIN THE SAME A5 SHOWN IN THE APPROVED PLANS. SHOULD CONDITIONS BE z o - w wCONDITIONS CHANGED, A DEVISED PLAN SHALL, BE SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS :� ¢ ;� D �,. � H W � REIEWED BY.V PRIOR TO PAVING. Ill L w - 5. LUMINAIRES SHALL BE SOLID STATE LIGHT EMITTING DIODE WITH TWIST LOCK PHOTOCELL z x u � ' 6 0 � �" In U. a� �p / In - (ORIENTED NORTH) AND SHALL CONFORM TO THE LATEST REQUIREMENTS OF THE CURRENT < � W w � m z � 0 0 w -! d Z t' ,/ 1 CITY OF BAKERSFIELD LED STREET LIGHT SPECIFICATIONS. Z Z W `� 0 1-1- 4 TRAFFIC ENGINEER, CITY OF AKERSFIELD TE 6. ANY ITEMS IN PUBLIC RIGHT-OF-WAY WAY THAT ARE DAMAGED OR DQ NOT MEET CURRENT � ice. x 0 z 0 m �' � � ui ui STANDARDS SET BY PUBLIC WORKS WILL REQUIRE REPAIRING AND/OR UPGRADINGS AS PER �--- x m ,, a � CITY ENGINEER. - ry, Op wo 0m a REVIEWED B`7. IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE-- t L A ._..,. ELIM NATION SYSTEM ICE (NOI) TO COMPLY WITH THE THE IGEN RAL PERMIT TODD SCHARGTSTORMF NATER YASSOCIATED WITH CONSTRUCTIQNRMS OF 00G.- W u b w 0--�ER 49 Q tri b SHEE-- ACTIVITY (WO ORDER NO. 2009--0009--DWQ AS AMENDED BY 201Q--tD34--D1ND MUST BE t.� „j < Z j N.P.- INDEX FILED WITH STATE WATER RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE THE BEGINNING OF ANY CONSTRUCTION ACTIVITY. COMPLIANCE WITH THE GENERAL. PERMIT � co .� 5: z � --. <a�' � ASSISTANT PUBLIC WORKS DIRECTOR, CIT KE SF E.L. SAT T REQUIRES THAT A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) BE PREPARED, (L� � � � 0 CONTINUOUSLY CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION DURING o z z w ....ri � STANDARD TE & DETAILS NORMAL CONSTRUCTION HOURS. WASTE DISCHARGE IDENTIFICATION WDID) NUMBER�� a O F iE< i� 0 ` P71=37- 3 HAS BEEN ISSUED BY THE STATE MATER RESOURCES BOARD FOR THIS � `� �, � APPNUVED W O RET O CIRCLEz o o 0 n x !, 5;Z21- FOR YTN COURT RAINDROP LANE05 Wcc 5 PUBLIC WORKS IR CTOR CITY OF AKE FIEF DATE � � W!� m 0 W Vol CKNI COLAS C. FI BLER R.C.E. 069 L VE ETT Y �...L G EE BALE COURT t EOE BASE COURT FUTURE ' COMMUNITY BENCHMARK U.L# CENTER PRIVATE RESIDENTIAL NE TOP OF CONCRETE MONUMENT IN A LAMPNOLE AT THE SOUTHEAST CORNER OF SECTION 13---30/28, BEING ABOUT 50—FEET SOUTH OF THE RAILROAD TRACK ALONG THEFmm CENTERLINE OF BUENA VISTA ROAD. Y AP FUTURE PARK SITE SHEET INDEX NUMBER %NA40; Fmm ELEVATION 354.13 , �',,-- � , 1.. ��, '- DIRECTION OF DRAINAGE ,'� ��. ` f" .> O CONCRETE MONUMENT �� ' BASISOFBEARINGS.-ay�- .5800 LUMEN STREET LIGHT �"�� ,, � � � ��`. � � ,� ,� � �� I W THE BEARING OF N 00 57 45 E ALONG THE CENTERLINE OF BUENA VISTA ROAD AS SHOWN � r �` �',� 13 3 �,�� 1 " � .Lli ON PARCEL MAP 11838 PHASE 2 RECORDED IN BOOK 57 OF PARCEL MAPS AT PAGE 169 �� 2 CATCH BASIN w/NUMBER ,�X el 12 � `\��,� �� ` PROPOSED STREET NAME SIGN � �°��r �f 1� � '�� ` �'�� ` ` ` IN TIME OFFICE OF THE KERN COUNTY RECORDER WAS TAKEN AS THE BASIS OF BEARINGS r � ,- � � � � � �` � � � vi SHOWN HEEON, Lu LIST UNDERGROUND SERVICE ALEFT �. // 15 g ' - `/` LEGALcF SOUTHERN CALIFORNIA � �'�'Ur�t` �.� � �� ~ `, �� ` � 1 � ` '� � '� °� � - ' -- - � _ CENTERLINE , NQS � � �'' 17 16 ' 0 �° `. `� % `` °°� ~� -- - ! LjL <, LOTS 38-42 OF TRACT 7245 AS PER MAP RECORDED MAY 247 201 IN BOOK 1 OF MAPS DY DRIVEWAY ,�-� Ci ,�' 17 49 , „ ,� �c t '� _ I AT PAGE: 131 IN THE OFFICE OF THE KERN COUNTY RECORDER, ALSO BEING A PORTION OF FL- FLOWLINE �`��,� �� fl�� r00 1$ � �,� � � � � ` � � � _ T .� � SECTION 13, TOWNSHIP 30 SOUTH, RANGE 26 EAST MOUNT DIABLO BASE` AND MERIDIAN, IN BCR- BEGIN CURB RETURN � � � � �, 18 , \ 13 19 � �� I � I # F"m THE CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA. ECR END CURB RETURN 1 15 �t �` - -j I { PI-�- POINT OF INTERSECTION 19 1z z I ` -- -- EC�- END CURVE zo rQ 21 �, .. . 45 BC BEGIN CURVE A f a1 1Q �` 2 -� - f iz� tad oQ ' 7 J ! c j� 22LLJ 1 1 f n I I » 1 ,r :1 f Icq �---� R STOCKDALE P#VC� POINT # F INTERSECTION # VERT#CAI~. CURVE zz h G ^` a �„ -� tf� 1--7 IRM -6000 Jul HIGH POVC� PINT ON VERTICAL CURVE °F �3 23 !�' �� 1 `` -� .°� . # L._..._} l 1 �"�� i SCHOOL a '" *. 26CAMF BVC— BEGIN VERTICAL. CURVE $%� ��0g, Rj`' 24 24 CI38 ` -- -, i WHIT= LANE EVC- END VERTICAL. CURVE ��l '� �� X 25 6 25 25 2 c___ _ PRC--- POINT OF REVERSE CURVATURE 2 W 26 5 26 CBJ6 " LOT I PM No. DIAL TOLL FREE 1-$�-227�26�0 � � �,` � � � C8#3 4 c �, i ! IIc LLA No. 118611 PCC-- POINT OF COMPOUND CURVATURE � 27 ,�� / 5 t ! ! 12-0351 POC- POINT ON CURVE AT LWT TWO DAYS BEFORE YOU DIG .�. iz U) 0i+`ii a GB-� GRADE BREAK 29 cg r ` , 6 $ a I~iP HIGH POINT 3C�,i`1� 24 7 *0 22 `-.atr , 13-0176 :L:-jLSA Na. TR -4832 0 61A 1 '7 z3' 2t"°3 21 1 16 9 f iz MU#RLANDS 'j®r 33 r 43�' % 1 ------��`�"1�ESTIMATED QUANTITIES FOR PLAN, 34 z� �� r �� 0 z s CHECK AND INSPECTION FEE CALCULATIONS. 35 3 18 00 - - NOT TO BE USED FOR BIDDING PURPOSES. ES. ! 14 1° 'f 22 $ r is --811 4 CL 19 13 <c, w PARK SQUARE DRIVE PHASE 1 PHASE 2 P# -SASE 3 PHASE 4 PHA E 21 � 5 r ��., 11 � # - °#v STREETIMPROVEMENTSPUBLIC PRIVATE PUBLIC PUBLIC PRIVATE PRIVATE ��?� A �' ' �, V) i_1 l rf i + REMAINDER OF N � ��- �- L.00AL STREETS �J" 33 L.F 0 LF 872 LF 929 LF 1, 598 L.F 1,114 LF � `��, '�` � � 00 PARCEL "A°' w»5135 PRIVATE RESIDENTIAL LANES 0 LF 1,003 LF D LF O LF 0 LF 0 LF' ? 19 © w. .vet. 3t� -11s2 ° B 0.20' A.C./O.40' A.B. (STREETS) 1,067 SF U SF 29,072 SF 32#U45 SF 57,0104 SF 42,048 SF � su�� + vas 11838 ; ;. PROJECTS 0.2V A.C./0.40' A.B. (PRIVATE RESIDENTIAL. LANES) 0 SF 18,003 SF 0 SF 0 SF 0 SF 0 SFS,, ,,`� i'`' ,,R --1s B CURB AND GUTTER 1,258 LF 983 LF 1,721 LF 1,89£ LF 3,181 LF 2,427 LF < n ! i i i : LLA No. �, ,n 12-0133 1 16 to # _.0015 cit 8" THICK DRIVE APPROACH" 0 SF 0 SF 4,158 SF 5,390 SF 4,004 SF 3,388 SF # r �� ,�_ _ _ 4" THICK SIDEWALK 5,005 SF 0 SF 4,749 SF 4,238 SF 11,721 SF 8,822 SF 14 t�A1`E �2�1� i �� ' �.��,....-W.._--__Y_. � � �� __ _ SURVEY MONUMENT ENCASEMENT 4 EA 0 EA 3 EA 4 EA 8 EA 8 EA � PA H �. �. �.. w.. _.� _ _ �.......�.��.. ��:� _ "� � � - .. 13 ,� JOIE No. �� STREET NAME SIGNS 3 EA 0 EA 0 EA 0 EA 3 EA 3 EA WEST MING SPECIFIC PLAN AREAEEL. CHAIR RAM'S 5 EA O EA 0 EA 0 EA 2 EA 2 EA 12 SHEET STREET LIGHTS (5800 LUMEN) 3 EA 2 EA 3 EA 3 EA 8 EA 4 EA a) m IL SAWCU T 39 LF 18 LF 3.2 LF 32 LF 45 LF 28 LFI C I IN I T M" A TYPE "A" CATCH—BASINS 4 EA 0 EA 0 EA 2 EA 3 EA 0 EA E NO SCALE MEDIAN CURB 0 LF D LF 0 LF O LF 235 LF 0 LF _N - EXCLUDES PRIVATE RESIDENTIAL LANE DRIVEWAYS -� TO BE CUT AT TIME OF BUILDING PERMIT A1.1-7288 Ph 1 - 5 10 SCALE. 1' 200' C.O.B. RECORDS No. O` 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 FLANS) TO MEET V41TH 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. ME1 MEHALTNOTES 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 CAI~. 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 39-2.42, "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. 01 12' OR 18' 17' OR 13' 30, 18' W/PAIS 27, MIN. MMMENELTAN 18' W/PARKING ,V 2% MIN. SEE PLAN VIEW FOR STRUCTURAL SECTION "PARKING ALLOWED" WIDTH IS REQUIRED AT INTERSECTIONS FOR ENHANCED LANDSCAPE TREATMENT NOTE: THE FOLLOWING STREET'S ARE PUBUC AND ARE TO BE MAINTAINED BY CITY. BRENTMOOR CIRCLE (WEST OF PARK SQUARE DRIVE) FORSYTH COURT PARK SQUARE DRIVE (EXCEPT LANDSCAPING AND MEDIAN) PER "WMSP" EXHIBIT 4-19 PARKING ALLOWED ON BOTH SIDES SCALEWMSP RESIDENTIAL STREET mr, NOT TO AIEa v> 4. THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATE SHALL BE DETERMINED BY THE 1. ALL CONSTRUCTION SHALL CONFORM TO THIS PLAN, THE CALIFORNIA BUILDING CGDE, CITY OF CONTRACTOR IN ACCORDANCE WITH CALIFORNIA TEST METHOD 367 USING SAMPLES OF MATERIALS PROPOSED FOR (CONTRACTOR TO OBTAIN LATEST EDITION, 10-26-89, UNLESS BAKERSFIELD ORDINANCE, LATEST EDITION AND STANDARDS PERTAINING THERETO. THESE NOTED) USE IN THE WORK. THE AMOUNT OF ASPHALT BINDER SHALL BE APPROVED BY THE CITY ENGINEER. ** --- LANDSCAPE SLOPE MAY VARY DOCUMENTS SHALL BE MADE A PART HEREOF. STD. NO. DESCRIPTION 2. ALL CONSTRUCTION WITHIN THE CITY RIGHT--OF-WAY OR CITY EASEMENTS SHALL BE IN 5. AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE ST -1 ACCORDANCE WITH CITY OF BAKERSFIELD STANDARDS AND STATE OF CALIFORNIA, CD CITY ENGINEER'S REVIEW AND APPROVAL. WIDE CROSS -GUTTER DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS DATED 2010, THESE A A LIST OF AGGREGATE AND ASPHALT SOURCES. COMMERCIAL DRIVEWAY STANDARDS, DRAWINGS AND DETAILS SHALL BE CONSIDERED A PART OF THESE PLANS AND ST -2 DATED B DOCUMENTATION VERIFYING THAT THE AGGREGATES TO BE INCORPORATED IN THE WORK CONFORM TO THE ,. 0 THE CONTRACTOR SHALL OBTAIN A COPY FOR HIS USE. ST -3 REQUIREMENTS OF SECTION 39--2,02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL 3. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL NECESSARY PERMITS BEFORE START OF HANDICAP RAMPS PROVISIONS. MATERIAL SIEVE ANALYSIS AND SAND EQUIVALENT TEST RESULTS SHOULD NOT BE OLDER THAN 00 CONSTRUCTION. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF RESIDENCE DRIVEWAY SIX (6) MONTHS. ALL OTHER TEST RESULTS SHOULD NOT BE OLDER THAN ONE (1) YEAR. ST --20 BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK TO BE PERFORMED IN THEC AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 367. LABORATORY ST -5 EXISTING, ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY AN IMPROVEMENT TEST RESULTS ON WHICH THE DESIGN IS BASED SHALL BE SUBMITTED WITH THE MIX DESIGN ALONG WITH THE REFUSE CONTAINER PAD AGREEMENT, APPROVED INSURANCE AND SECURITY BASED ON AN APPROVED ENOINEER'S THEORETICAL MAXIMUM DENSITY OF THE DESIGN MIXTURE AS DETERMINED BY ASTM D2041. THE ASPHALT 1/11/99 PAVEMENT PATCHES ESTIMATE FOR THE WORK PERFORMED WITHIN THE STREET RIGHT---OF-WAY SHALL BE POSTED ST --22 DATED 1/11/99 TRENCH BACKFILL AND COMPACTION REQUIREMENTS CONCRETE MIX SHALL MEET TIME REQUIREMENTS OF SECTION 39--2.02, "AGGREGATE," OF THE STANDARD El PRIOR TO ISSUANCE OF A PERMIT. CROSS --GUTTERS SPECIFICATIONS AND THESE SPECIAL PROVISIONS. IF THE DATA SUBMITTED SHOWS THAT THE MATERIALS ARE 4. 24 HOUR NOTICE: PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY SUBSTANTIALLY THE SAME AS WHEN THE DESIGN WAS PREPARED, THE DESIGN MAY BE UP TO THREE (3) ST -8 CONSTRUCTION INSPECTION SECTION SHALL BE GIVEN AT LEAST 24 HOURS NOTICE. THE YEARS OLID. THE CONTRACTOR SHALL BEAR ALL COSTS ASSOCIATED WITH THE ASPHALT CONCRETE MIX DRAINAGE BASIN SECTION MAY BE NOTIFIED AT (661) 326-3049. DESIGN. 5, THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING DIMENSIONS, DATA AND MEASUREMENTS AT 6. WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO EXISTING PAVED SURFACES, THE EXISTING THE BUILDING SITE PRIOR TO CONSTRUCTION. DQ NOT SCALE DRAWINGS. WRITTEN DIMENSIONS ST --10 PAVEMENT IS TO BE SAW CUT IN A NEAT STRAIGHT LINE, EITHER PARALLEL OR PERPENDICULAR TO THE ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. PORTER & CATCH --BASIN, TYPE „A-111 CENTERLINE OF THE STREET, AND AT A MINIMUM DISTANCE OF ONE (1) FOOT FROM THE EXISTING EDGE OF ASSOCIATES, INC. MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND STREET SECTIONS PAVEMENT. D-16 CONDITIONS SHOWN BY THESE DRAWINGS. 6. EXISTING UTILITY AND UNDERGROUND LINES HAVE BEEN SHOWN ON THIS PLAN ACCORDING TO 7. A PRIME COAT WILL NOT BE REQUIRED ON NON --PAVED AREAS TO BE SURFACED PRIOR TO THE PLACEMENT OF MANHOLE, TYPE "A" WITH DROP CONNECTION AVAILABLE RECORDS. THE ENGINEER IS NOT RESPONSIBLE FOR POSSIBLE ERRORS OR ASPHALT CONCRETE; HOWEVER, ALL OTHER REQUIREMENTS OF SECTION 39--4.01, "SUBGRADE," OF THE STANDARD ALLEY CROSS SECTION OMISSIONS. THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF THE LOCATION AND SW ---5 SPECIFICATIONS SHALL BE MET, DEPTH OF ALL UTILITIES PRIOR TO BEGINNING OF ANY WORK. UNDERGROUND SERVICE ALERT ST ---13 SURVEY MONUMENT (U.S.A.: 1-800-227-2600) SHALL BE CONTACTED AT LEAST TWO WORKING DAYS PRIOR To B. THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO PUBLIC TRAFFIC. CARE SHALL BE ANY CONSTRUCTION OR EXCAVATION. **STREET LIGHT, MAST ARM TYPE TAKEN TO AVOID TRACKING BINDER MATERIAL ®HTO THE EXISTING PAVEMENT SURFACE BEYOND THE LIMITS OF T--3 MAJOR COLLECTOR TRANSITION CONSTRUCTION.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 9. PAVING JOINTS. SHALL MATCH STRIPE LOCATIONS UNLESS OTHERWISE PERMITTED BY THE CITY ENGINEER. CUL-DE-SACS EXPENSE, AS DIRECTED BY THE ENGINEER AND APPROVED BY THE GOVERNING AUTHORITY. 10, INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE CITY ENGINEER. ADDITIONAL 8. IF A PROBLEM OR CONFLICT SHOULD ARISE DURING THE COURSE OF THE PROJECT, IT IS THE ST -16 ASPHALT CONCRETE SHALL BE PLACED AT ROAD CONNECTIONS AND PRIVATE DRIVES, WHERE SHOWN ON THE RESPONSIBILITY OF THE OWNER OR THE CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIATELY 09/99 TRAFFIC SIGNAL INTERCONNECT - WIRING PLANS AND AS DIRECTED BY THE CITY ENGINEER, AND HAND RAKED, IF NECESSARY, AND COMPACTED TO FORM PRIOR TO ANY FURTHER WORK. **FIBERGLASS STREET LIGHTS NOT ALLOWED SMOOTH, TAPERED CONNECTIONS. 9, THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, TOOLS, EQUIPMENT AND 11. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS 0.15 FOOT OR LESS, PAVING A A PLAN SUPERVISION NECESSARY FOR A COMPLETE AND FUNCTIONAL PRODUCT. OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT, AT THE END OF EACH WORK SHIFT, THE LENGTH 10. ALL, WORK WHICH IS DEFECTIVE IN ITS CONSTRUCTION OR DEFICIENT IN ANY OF THE OF PAVEMENT ALONG THE LONGITUDINAL DROP --OFF BETWEEN ADJACENT LANES IS NOT GREATER THAN THAT REQUIREMENTS OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE REMEDIED, OR REMOVED WHICH CAN BE SURFACED DURING THE FOLLOWING SHIFT OF NORMAL PAVING OPERATIONS. ADDITIONAL ASPHALT AND REPLACED BY THE CONTRACTOR IN AN ACCEPTABLE MANNER, AND NO COMPENSATION s CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE. SUCH ADDITIONAL ASPHALT 1. WILL BE ALLOWED FOR SUCH CORRECTION. CALTRANS STANDARD PLANS SHALL BE CONSIDERED A PART OF THESE 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 11- IN THE EVENT CONSTRUCTION STAKING BASED ON THE CONSULTANT'S PLANS, DRAWINGS OR EDITION THEREOF) CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. OTHER DOCUMENTS IS ACCOMPLISHED BY ANYONE OTHER THAN THE CONSULTANT, THE OWNER 12. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS MORE THAN 0.15 FOOT, PAVING OR CONTRACTOR SHALL NOTIFY THE BUILDING OFFICIAL IN WRITING AS TO THE CHANGE OF OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT THE LAYER OF ASPHALT CONCRETE IS PLACED ON 5' SIDEWALK ENGINEER IN RESPONSIBLE CHARGE. _t7. ALL CONTIGUOUS LANES OF THE TRAVELED WAY BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. AT THE 12. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR B CURB RAMP DETAILS END OF EACH WORK SHIFT, THE DISTANCE BETWEEN THE ENDS OF A LAYER OF ASPHALT CONCRETE ON ADJACENT JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING LANES SHALL NOT BE GREATER THAN 1 Q FEET. ADDITIONAL NAL ASPHALT CONCRETE SHALL BEPLACED ALONG THE EROSION, SEDIMENTATION & DUST CONTROL PLAN AND STORM WATER POLLUTION PREVENTION TRANSVERSE DROP-OFFS ON EACH LANE AND ALONG THE LONGITUDINAL DROP-OFF BETWEEN ADJACENT LANES. PLAN IMPLEMENTATION AND THE SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS BE31VATE i SEEC N SUCH ADDITIONAL ASPHALT CONCRETE SMALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL. OR ALLEGED, IN CONNECTION RESUME. WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM 13, ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM 92 PERCENT OF THE MAXIMUM THEORETICAL DENSITY THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. AS DETERMINED BY ASTM D--2041. IN-PLACE DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH CALIFORNIA 13. IF THE CONTRACTOR IS IN DOUBT AS TO THE MEANING OF ANY PART OF THE. DRAWINGS AND TEST 375. SPECIFICATIONS OR FINDS DISCREPANCIES IN OR OMISSIONS FROM THE DRAWINGS, HE SHALL 14. IF THE IN --PLACE DENSITY OF ANY LOT OF ASPHALT CONCRETE IS LESS THAN 92 PERCENT OR GREATER THAN 94 SUBMIT A WRITTEN REQUEST FOR AN INTERPRETATION OR A CORRECTION THEREOF, PRIOR TO PERCENT OF THE MAXIMUM THEORETICAL DENSITY, THE CONTRACTOR WILL BE ADVISED THAT THE REQUIRED FILING HIS BID PRICE FOR THE PROJECT. RELATIVE COMPACTION IS NOT BEING ATTAINED AND THAT THE MATERIALS OR PROCEDURES OR BOTH, IF NEEDED, 14. PORTER & ASSOCIATES, INC. WILL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED NEED ADJUSTMENT. ASPHALT CONCRETE SPREADING OPERATIONS SHALL NOT CONTINUE UNTIL THE CONTRACTOR CHANGES TO OR USES OF THESE PLANS. ANY AND ALL CHANGES TO THESE PLANS MUST BE HAS NOTIFIED THE CITY ENGINEER OF THE ADJUSTMENT THAT WILL BE MADE IN ORDER TO MEET THE REQUIRED APPROVED IN WRITING BY PORTER & ASSOCIATES, INC. 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 15. NORMAL STAKING AND MARKING OF THE PROJECT WILL BE SUPPLIED ONLY ONCE. ALL THE IN --PLACE DENSITY REQUIREMENTS. RESTAKING OR REMARKING SHALL BE AT THE EXPENSE OF THE CONTRACTOR, 16. ANY WORK PERFORMED WITHIN AN EXISTING STREET RIGHT-OF-WAY SMALL BE DONE UNDER 15. IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE COMPACTION IS EITHER A SEPARATE STREET PERMIT. 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. P I IMPROVEMENT. 16. THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED BY: 1. THE SUBDIVIDER, IF REQUIRED, SHALL OBTAIN GRADING APPROVAL AS REQUIRED BY CITY OF A. A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD, OR BAKERSFIELD ORDINANCE, PRIOR TO START OF ANY EARTHWORK. B. ASTM D1188 WHEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESTING, ZINC STEARATE MAY BE 2. ANY TRENCHING TO BE CONDUCTED WITHIN THIS PROJECT SHALL BE BACKFILLED AND SUBSTITUTED WITH PARAFFIN. COMPACTED PER CITY STANDARD DETAIL. ST --22. C. IN CASE OF DISPUTE, METHOD "B" SHALL BE USED. 3. THE CONTRACTOR SHALL REMOVE OR RELOCATE ALL OBSTRUCTIONS WITHIN THE STREET 17. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE TOLERANCES, IT RIGHT -OF --WAY AS DIRECTED BY THE CITY ENGINEER. SHALL BE BROUGHT WITHIN TOLERANCE BY EITHER: (1) ABRASIVE GRINDING WITH EQUIPMENT UTILIZING DIAMOND 4. ALL STREETS HAVE BEEN DESIGNED USING A MINIMUM "R" VALUE AS STATED IN THE SOILS BLADES, (2) REMOVAL AND REPLACEMENT, OR (3) PLACEMENT OF AN ASPHALT CONCRETE OVERLAY. THE METHOD REPORT, SEE STRUCTURAL SECTIONS FOR EACH STREET FOR SPECIFIC INFORMATION. SHOULD WILL BE SELECTED BY THE CITY ENGINEER. THE CORRECTIVE WORK SHALL BE AT THE CONTRACT'OR'S EXPENSE. FURTHER TESTING SHOW A LOWER "R" VALUE OF THE ACTUAL IN PLACE MATERIAL, STREETS 18. IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO SPECIFIED SURFACE TOLERANCES, ADDITIONAL SHALL BE REDESIGNED ACCORDING TO THE LOWER "R" VALUE, IN ACCORDANCE WITH CITY GRINDING SHALL BE PERFORMED, AS NECESSARY, TO ENLARGE THE GRINDING AREA SQ THAT THE LONGITUDINAL ENGINEER. LIMITS OF GRINDING ARE AT A CONSTANT OFFSET FROM, AND ARE PARALLEL TO, THE NEAREST LANE LINE OR 5. RELATIVE COMPACTION OF NOT LESS THAN 95% SHALL BE OBTAINED FOR A MINIMUM DEPTH 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 (T) OF 1.1 FOOT BELOW FINISH GRADE ON LOCAL STREETS (T=1.5' TO 2.5' AS DIRECTED BY SHALL CONFORM TO THE REQUIREMENTS IN THE FIRST PARAGRAPH AND THE LAST FOUR PARAGRAPHS OF SECTION THE PUBLIC WORKS DIRECTOR ON COLLECTOR AND ARTERIAL. HIGHWAYS) FROM LIP OF GUTTER 42-"2.02, "CONSTRUCTION," OF THE STANDARD SPECIFICATIONS. A FOG SEAL COAT SHALL BE APPLIED TO ALL. TO LIP OF GUTTER. #N ADDITION, RELATIVE COMPACTION OF NOT LESS THAN 9a� SHALL, BE FINISHED ASPHALT SURFACES AT THE CONTRACTOR'S EXPENSE, THE FOG SEAL COAT SHALL BE EITHER ASPHALT OBTAINED FOR A MINIMUM DEPTH 4F Q.5 FEET BELOW GRADING PLANE FOR THE ENTIRE WIDTH REJUVENATING AGENT OR ASPHALTIC EMULSION A5 DIRECTED BY THE CITY ENGINEER. OF PAVEMENT (LIP OF GUTTER TO LIP OF GUTTER). 19. BASE MATERIAL IN ALL CITY STREETS INCLUDING ARTERIAL, COLLECTOR, AND LOCAL ROADBEDS SHALL EITHER 6. THE CONTRACTOR SHALL OBTAIN 90% RELATIVE COMPACTION UNDERNEATH THE SIDEWALK AND MEET THE SPECIFICATIONS FOR CLASS 2 AGGREGATE BASE (CL 2 AB) CONFORMING TO SECTION 26 OF THE CURB AND GUTTER TO A DEPTH OF 6", THE LOCATION OF THE TESTS SHALL BE DETERMINED CALTRANS STANDARD SPECIFICATIONS, LATEST EDITION, OR SHALL. BE FINE GRADATION CRUSHED MISCELLANEOUS BY THE CITY. BASE (CMB) CONFORMING TO SECTION 200-2.4 OF THE "GREENBQOK" WHICH ALLOWS UP TO 50% OF THE VOLUME TO BE RECLAIMED ASPHALT CONCRETE, PORTLAND CEMENT CONCRETE, LEAN CONCRETE BASE, CEMENT TREATED 7. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. THE NUMBER AND BASE, OR A COMBINATION OF THOSE MATERIALS - OTHER RECYCLED BASES SHALL NOT BE ALLOWED. LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. THE COST OF AGGREGATE BASE SHALL BE COMPACTED TO A MINIMUM OF 95% OF MAXIMUM DRY DENSITY. RETESTING DUE TO FAILED COMPACTION TESTS WILL BE BACKCHARGED TO THE CONTRACTOR. 20. THE PAVING CONTRACTOR SHALL GRADE THE PAVING AREAS TO THE FOLLOWING MODIFIED CALTRANS STANDARD 8. ALL CONCRETE SHALL BE CLASS 3 AND SHALL, CONTAIN A MINIMUM OF 505 LBS./CU. YD. OF SPECIFICATION SECTION 19-1.03 PER THE CITY OF BAKERSFIELD: CEMENT AND HAVE A MAXIMUM WATER/CEMENT RATIO OF 0,50. IMMEDIATELY PRIOR TO PLACING SUBSEQUENT LAYERS OF MATERIAL THEREON, THE GRADING PLANE SHALL CONFORM TO ONE OF THE FOLLOWING: 9. ASPHALT REJUVENATING .AGENT SHALL BE APPLIED TO NEW ASPHALT CONCRETE PAVEMENT IN A. WHEN ASPHALT CONCRETE OR ASPHALT CONCRETE BASE IS TO BE PLACED ON THE GRADING PLANE, THE ACCORDANCE WITH THE PROVISIONS FOR FOG SEAL IN SECTION 37, BITUMINOUS SEALS, OF GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.02 FOOT ABOVE OR BELOW THE GRADE THE STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, CURRENT EDITION, ESTABLISHED BY THE ENGINEER. AND THE STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIAL PROVISIONS CURRENTLY IN EFFECT, AS DIRECTED BY THE CITY 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 10. NEW STREETS SHALL BE EXTENDED AT INTERSECTIONS AS DIRECTED BY THE PUBLIC WORKS BELOW THE GRADE ESTABLISHED BY THE ENGINEER_ 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. R/W CA I I 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 FLANS) TO MEET V41TH 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. ME1 MEHALTNOTES 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 CAI~. 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 39-2.42, "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. 01 12' OR 18' 17' OR 13' 30, 18' W/PAIS 27, MIN. MMMENELTAN 18' W/PARKING ,V 2% MIN. SEE PLAN VIEW FOR STRUCTURAL SECTION "PARKING ALLOWED" WIDTH IS REQUIRED AT INTERSECTIONS FOR ENHANCED LANDSCAPE TREATMENT NOTE: THE FOLLOWING STREET'S ARE PUBUC AND ARE TO BE MAINTAINED BY CITY. BRENTMOOR CIRCLE (WEST OF PARK SQUARE DRIVE) FORSYTH COURT PARK SQUARE DRIVE (EXCEPT LANDSCAPING AND MEDIAN) PER "WMSP" EXHIBIT 4-19 PARKING ALLOWED ON BOTH SIDES SCALEWMSP RESIDENTIAL STREET mr, NOT TO PRIVATELYti%LL PRIVATE STREETS TO BE ALLOWED # MORE 1 TOLERANCE ASPHALT CONCRETE * t ANY PAVEMENT TOLERANCE SHALL LEGENDBE GROUND DOWN 0.10 AND REPAVED TO SPECIFIED THICKNESS. PROPOSED 6" CURB & GUTTER PER C.O,B. STD. DWG. ST -1. PROPOSED 5' WIDE SIDEWALK PER C.O.B. STD. DWG. ST -3. PROPOSED TYPE "M" MEDIAN CURB PER C.Q.B. STD. DWG. ST -18, PROPOSED 8' WIDE CONCRETE MULTI -USE TRAIL. (4" THICK CLASS "B°' CONCRETE) (SEE C.O.B. STD. DWG. ST -3. FOR CONCRETE SPECIFICATIONS, JOINTS, ETC.) R/W 122'OR18 7' OR 13' I _j0 Q-_ PROPOSED BLOCK WALL TO } BE MAINTAINED BY H.O.A. 101 C R/W L/S LOT 4 5 q8r FINISHED PAD 11 ""Jill u3 PROPOSED BLOCK WALL TO BE MAINTAINED BY H.O.A. R/W 10' L/S LOT 10' 9� TYPI.!Q _.DRIAWAY DIMEN51ONS ❑5 PROPOSED LANDSCAPE AREA (SEE LANDSCAPE PLANS -BY OTHERS). PROPOSED BLOCK WALL (SEE WALL PLANS). 4' WIDE DECOMPOSED GRANITE PATH 6"x6" CONCRETE MOW CURB PROPOSED 6" CURB NO GUTTER SIMILAR C.O.B. STD, DWG. ST --1. 30' C 1 30' 14' 14' 'ARKING' "NO PAR �„rr�,.,.�w•/�'',..�w`"r-w...,,�'-"'""'""'w"+�'""w`a�r.«wr"..,��."`.+�',rww.,�,s�,,.�.i.e PLAN VIEW FOR STRUCTURAL PER "WMSP" EXHIBIT 4-16 NO PARKING ALLOWED ON EITHER WMSP RESIDENTIAL STR-Ki SCALE 34' CIL 34' 20' 8' 203' NO PARKING" LANDSCAPE "NO PARKING MEDIAN 4' 1 4' FINISHED PAD MIN T. SEE PLAN VIEW FOR STRUCTURAL SECTION NOTE: STREET TO BE MAINTAINED BY H.O.A. PROPOSED STREET SECTION PRIVATE ENTRANCE STREET (BRENTMOOR CIRCLE) /13'1 WMSP RESIDENTIAL. ENTRANCE STREET "PARKING ALLOWED" NOTE: THE FOLLOWING STREETS ARE PRIVATE AND ARE TO BE MAINTAINED BY H.Q.A. BRENTMOOR CIRCLE (EAST OF PARK SQUARE DRIVE) LAVERETT WAY RAINDROP LANE GREENDALE COURT EDENDALE COURT CLO PERFIEt.D CIRCLE PRIVATE RESIDENTIAL LANE (ALLEY) NOT TO SCALE R/W CA ¢ 30' 5' I 7' PARKING o �c wyow of.- _w�ww9n �Qdouz� wa oul � a. Lu > QT8zx, LL z 10 COWS= Q tki0C3 u za �� LL2>cn`dcn o WjF- CO 83 �I ' z�a0 0 :Fc AIEa v> 1. THE FOLLOWING CITY OF BAKERSFIELD STANDARD DRAWINGS SHALL BE CONSIDERED A PART OF THESE PLANS. ^ `(N 1 1 (CONTRACTOR TO OBTAIN LATEST EDITION, 10-26-89, UNLESS OTHERWISE NOTED) ** --- LANDSCAPE SLOPE MAY VARY CITY STD. NO. DESCRIPTION CITY STD. NO. DESCRIPTION BY PROPERTY OWNER) tin ST -1 CURB AND GUTTER (TYPE "A","B" AND "C") CD ST --17 WIDE CROSS -GUTTER W 00 ST -2 COMMERCIAL DRIVEWAY El ST -2 DATED 6/2/99 MEDIAN CURBS (TYPE "M","M-3" AND "M-201) ,. 0 ST -3 SIDEWALK 0 ST -19 HANDICAP RAMPS 00 ST --4 RESIDENCE DRIVEWAY rti ST --20 PRIVATE STREET GATES ST -5 HOUSE NUMBER FOR CURBS ST -21 REFUSE CONTAINER PAD ST -6 DATED 1/11/99 PAVEMENT PATCHES ST --22 DATED 1/11/99 TRENCH BACKFILL AND COMPACTION REQUIREMENTS El ST --7 CROSS --GUTTERS 0. D--10 SIDEWALK UNDERDRAIN ST -8 26 INCH PART CIRCLE CULVERT D--11 DRAINAGE BASIN ST -9 STREET SPECIFICATIONS D---14 CATCH -BASIN, TYPE 'f A„ ST --10 STREET SECTIONS D--15 CATCH --BASIN, TYPE „A-111 ST --10A STREET SECTIONS D-16 GUTTER DEPRESSIONS ST --11 STREET CROSS SECTIONS SW --4 MANHOLE, TYPE "A" WITH DROP CONNECTION ST --12 ALLEY CROSS SECTION SW ---5 FRAMES & COVER FOR MANHOLES & CLEANQUTS ST ---13 SURVEY MONUMENT T-1 STREET SIGN, POST TYPE ST -14 **STREET LIGHT, MAST ARM TYPE T--3 MAJOR COLLECTOR TRANSITION ST -15 CUL-DE-SACS T-12 MINIMUM ACCESS DESIGN ...:,,I ST -16 STREET KNUCKLE T-34 DATED 09/99 TRAFFIC SIGNAL INTERCONNECT - WIRING o **FIBERGLASS STREET LIGHTS NOT ALLOWED AND PULL BOXES, -..- Q&TRANS A A PLAN U j4,14' s 1. THE FOLLOWING CALTRANS STANDARD PLANS SHALL BE CONSIDERED A PART OF THESE PLANS. (CONTRACTOR TO OBTAIN LATEST EDITION THEREOF) TYR CALTRANS STD. PLAN DESCRIPTION 5' SIDEWALK _t7. RSP A88A & B CURB RAMP DETAILS 7' LANDSCAPE AREA BE31VATE i SEEC N 7' TYP. PRIVATELYti%LL PRIVATE STREETS TO BE ALLOWED # MORE 1 TOLERANCE ASPHALT CONCRETE * t ANY PAVEMENT TOLERANCE SHALL LEGENDBE GROUND DOWN 0.10 AND REPAVED TO SPECIFIED THICKNESS. PROPOSED 6" CURB & GUTTER PER C.O,B. STD. DWG. ST -1. PROPOSED 5' WIDE SIDEWALK PER C.O.B. STD. DWG. ST -3. PROPOSED TYPE "M" MEDIAN CURB PER C.Q.B. STD. DWG. ST -18, PROPOSED 8' WIDE CONCRETE MULTI -USE TRAIL. (4" THICK CLASS "B°' CONCRETE) (SEE C.O.B. STD. DWG. ST -3. FOR CONCRETE SPECIFICATIONS, JOINTS, ETC.) R/W 122'OR18 7' OR 13' I _j0 Q-_ PROPOSED BLOCK WALL TO } BE MAINTAINED BY H.O.A. 101 C R/W L/S LOT 4 5 q8r FINISHED PAD 11 ""Jill u3 PROPOSED BLOCK WALL TO BE MAINTAINED BY H.O.A. R/W 10' L/S LOT 10' 9� TYPI.!Q _.DRIAWAY DIMEN51ONS ❑5 PROPOSED LANDSCAPE AREA (SEE LANDSCAPE PLANS -BY OTHERS). PROPOSED BLOCK WALL (SEE WALL PLANS). 4' WIDE DECOMPOSED GRANITE PATH 6"x6" CONCRETE MOW CURB PROPOSED 6" CURB NO GUTTER SIMILAR C.O.B. STD, DWG. ST --1. 30' C 1 30' 14' 14' 'ARKING' "NO PAR �„rr�,.,.�w•/�'',..�w`"r-w...,,�'-"'""'""'w"+�'""w`a�r.«wr"..,��."`.+�',rww.,�,s�,,.�.i.e PLAN VIEW FOR STRUCTURAL PER "WMSP" EXHIBIT 4-16 NO PARKING ALLOWED ON EITHER WMSP RESIDENTIAL STR-Ki SCALE 34' CIL 34' 20' 8' 203' NO PARKING" LANDSCAPE "NO PARKING MEDIAN 4' 1 4' FINISHED PAD MIN T. SEE PLAN VIEW FOR STRUCTURAL SECTION NOTE: STREET TO BE MAINTAINED BY H.O.A. PROPOSED STREET SECTION PRIVATE ENTRANCE STREET (BRENTMOOR CIRCLE) /13'1 WMSP RESIDENTIAL. ENTRANCE STREET "PARKING ALLOWED" NOTE: THE FOLLOWING STREETS ARE PRIVATE AND ARE TO BE MAINTAINED BY H.Q.A. BRENTMOOR CIRCLE (EAST OF PARK SQUARE DRIVE) LAVERETT WAY RAINDROP LANE GREENDALE COURT EDENDALE COURT CLO PERFIEt.D CIRCLE PRIVATE RESIDENTIAL LANE (ALLEY) NOT TO SCALE R/W CA ¢ 30' 5' I 7' PARKING o �c wyow of.- _w�ww9n �Qdouz� wa oul � a. Lu > QT8zx, LL z 10 COWS= Q tki0C3 u za �� LL2>cn`dcn o WjF- CO 83 �I ' z�a0 0 :Fc PROPOSED BLOCK WALL TO BE MAINTAINED BY H.O.A, R/W � Q, vj� L/S LOT 16' 151 7' 5' 4' c- z , -* FINISHED PAC) ! 1 v v> W�.� c�xo. ^ `(N 1 1 "NO PARKING ALLOWED" �- ** --- LANDSCAPE SLOPE MAY VARY 0 C� a BY PROPERTY OWNER) tin FROM 2% MIN. TO 4:1 MAX. U. W W 00 SIDE YARD ,. 0 z CL a 00 z rti uj U- 0. PROPOSED BLOCK WALL TO BE MAINTAINED BY H.O.A, R/W � Q, vj� L/S LOT 16' 151 7' 5' 4' c- z , -* FINISHED PAC) ! 1 v v> W�.� c�xo. ^ `(N 1 1 "NO PARKING ALLOWED" �- ** --- LANDSCAPE SLOPE MAY VARY vi w BY PROPERTY OWNER) tin FROM 2% MIN. TO 4:1 MAX. PROPOSED BLOCK WALL TO BE MAINTAINED BY H.Q.A. R/W .. , 10, L/S LOT � LANDSCAPE SLOPE MAY VARY FROM 2% MIN. TO 4:1 MAX. 9*1 14' 16' PARKING 5' m SEE PLAN VIEW FOR STRUCTURALSECTION NOTE: STREET TO BE PRIVATELY MAINTAINED PER r ' EXHIBIT t -17 PARKING A .... WMSP RESIDENTIAL STREET 4LE ..... NOT TO a_ z m ' a DATE 9/15/2017 "NCS PARKING ALLOWED" � PA JOB No. 2750H c LANDSCAPE SLOPE MAY VARY SHEET FROM 27p MIN. TO 4:1 MAX. O s.. E Ln v OF 10 SHEETS . i - i Iiv F i i i - v v> W�.� c�xo. ^ `(N 1 1 R/W �- PROPQSED BLOCK WALL OR FENCE (TO BE MAINTAINED w BY PROPERTY OWNER) tin 11' W 00 SIDE YARD � z FINISHED PAD00 a 00 rti ' a DATE 9/15/2017 "NCS PARKING ALLOWED" � PA JOB No. 2750H c LANDSCAPE SLOPE MAY VARY SHEET FROM 27p MIN. TO 4:1 MAX. O s.. E Ln v OF 10 SHEETS . i - i Iiv F i i i - w a ' a DATE 9/15/2017 "NCS PARKING ALLOWED" � PA JOB No. 2750H c LANDSCAPE SLOPE MAY VARY SHEET FROM 27p MIN. TO 4:1 MAX. O s.. E Ln v OF 10 SHEETS . i - i Iiv F i i i - [D CONSTRUCT 5" CURD & GUTTER PER C.O.B. STD. DWG. ST --1. M CONSTRUCT 5' WIDE STANDARD TYPE SIDEWALK PER STD. DWG. ST ---3. CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STANDARD PLAN A88A CASE "A" CONSTRUCT WIDE CROSS --MUTTER PER C.Q.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') CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. NO, 0-14 ��- PROPOSED STANDARD DRIVE APPROACH PER C.O.B. STD. DWG. ST -4. (SEE SHEET 2 FOR DRIVEWAY LOCATION DETAILS). d PROPOSED 4' WIDE SIDEWALK -PUBLIC UTILITIES EASEMENT BY SEPARATE INSTRUMENT. �8 CONSTRUCT 5' WIDE COMBINATION TYPE SIDEWALK PER STD. DWG. ST --3. CONSTRUCT 6" CURB ONLY PER DETAIL ON SKEET 10. FL FL OWLINE STATION L/S LANDSCAPED AREA (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. FORSYTH COURT x ■ _ (SEE SHEET 5) ff *0 m L/S LOT w INSTALL HOLOPHANE "GRANVILLE" PREMIER LED LUNAR (5 LED -4K 6DW ARRAY) WITH 12 FT. HAMILTON ALUMINUM POLE OR EQUIVALENT AS APPROVED BY CITY ENGINEER. CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B, STD. DWG. ST -13. + INSTALL STREET NAME SIGN PER CITY STANDARDS. EXISTING SURVEY MONUMENT - PROTECT IN PLACE. (D SEWER MANHOLE @ SEWER CLEANOUT 0 STORM DRAIN MANHOLE RIGHT-OF-WAY - -� SEWER STORM DRAIN 10 EXISTING EDGE OF PAVEMENT co fit= co s a if 010 27 i1 CL 0. PR©P SED BLOCK WALL if (H.O.A. MAINTAINED) TYP L/S -- L/S C4 C5� !:Zs o L/S C2 S 0'32"2V"w �.�. 10 00.I✓fS BRENTMOOR i1► CLE � r m (SEE SHEET 4) S/w 19 m 0 © m .q..a./S L/S DELTA VPROP J 37.00' SED BLOCK WALL cD 6.54' (H.O.A. MAINTAINED) d� 197.22' 14114'59" 23 C3 00 18.94' w24 9.68' CL 37.00' 59.41' «, 38.31' C5 v-rll 00, 88.31' 915953" 56.95' '+ r 0 too ,� LJz.. ir� 25.00' 40.14' - vU- C8 BRENTMOOR i1► CLE � r m (SEE SHEET 4) S/w 19 m Lu < ' L/S ti C1 Lo 14 14+03.33 S3i03'%,3"X r L/S mullTods _ I I _.' -., _. �rrrr �i '0' Lo co i 1,2 & 3 (PUB �CPQSED BLOCK WALL (H.O.A. MAINTAINED) 0 0 m ui p � DELTA � J 37.00' 12.86' cD 6.54' + d� Lu < ' L/S ti C1 Lo 14 14+03.33 S3i03'%,3"X r L/S mullTods _ I I _.' -., _. �rrrr �i '0' Lo co i 1,2 & 3 (PUB �CPQSED BLOCK WALL (H.O.A. MAINTAINED) CONSTRUCT MIN. 0.20' TYPE "B" A.C. PAVING OVER MIN. 0.40' CRUSHED AGGREGATE: BASE OVER MIN. 1.00' NAT. GRID. COMPACTED TO 95% MAX. DENSITY TI=4.5 R-4.8 CAMPUS PARK DRIVE (SEE P.M. 12100 STREET PLANS) NOTE "A". VERIFY EXISTING LOCATION AND ELEVATION IN FIELD, PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER IF THERE ARE ANY DISCREPANCIES. 59.41'38.40' 40,14' 38.40' 44.11°j. ISTING IMPRO TR MENTS PER PA cElw MAP 12100 ST PLANS ON CURVE �� t0N ©N CURVE ON CURVE1 ON CURVE wto wco �0 �a c��- cyM ter• " mca n m,�, Axa 0 W t-» m c5 �s s cog W9 m w r'4 m cy w C� co + � to ...... ....•..... ......... . of ... . ol + {° CZ_ 354.....•. . •..♦.... •♦•..♦..... .♦....R ...•..• .• -: �• �. .••..• ••. .. .1. ••..•..•••.•.•. .•••.• . • ♦ • • e . . • ,�,",. ...w.- '--""' '�.-.. • .....--�. .�.-�. �.+.. ems..- ...a-� `-^' �� • • . ♦ , • , • . � • . s • • '* I e • • . ,_.._... •-.-•...^. '-'_' . • . . • ♦ e . • • �� _,♦,�, •----a a ♦ � � _�,". �} y-_ �_ ---^ �� .-- �, -•'-- YET �' �_ . mss- • • , s v • • • ♦ • v a . t • s • • ♦ P • . • v ♦ a ♦ • • • . ♦ • t . �\ ♦ • �•--�: ate, r . -sem ._� • -r � •'*a .. Y✓ •_-� ••. .�- •. .-.ya�. • • ♦ • • . ♦ • 1 ♦ ♦ `r. SEE NOTE "A" ABOVE , '352 . 1 . . . . . . :...... ...... . ..... a ... ..... .............: ........ A�xISANO- F40Wh-W FROF-lli" 9 0� • • : , • . i • . . : . • • : s e s • , L �P�•eMW�„� • • • ; ♦ • . . .1.f+a NfM�+: • • • : v t v : • , . : . a f 0 P 3'IQs • e v • . . e a : . : . j : v ♦ • ♦ • • + . 7c.,. ` . • . . . . . . . • • . . . • . • . . . • • . . . . • .' . . . . , • • . . ♦ . . . . • . , . . . . . ,01310N Ft0K1NF*PR09L 35 . . • . . . . • . . . . , . . . . . . ,. . . . r . . . . . . . . e , . • • . . . • . . . . . . . 5 V + 00 11 12 13+ 14+00 00 15 16+00 TI P E� 41.65' 37.22' EXISTING IMPRQVEMENTS PER PARCEL MAP 1 100 STR ET PLANS ON CURVE I tONCURVEl w 00 w CV ✓phi Coto Q C.7 C3 i,J c7 CJ nC1 L ? to i� U � 1 �� 0�0 00 E r3 W00 N pqto Lo r7 M � iidd 77 ( tri � Cd p j b? n C.� 00 Mo It It It It 00 PROD --I ± . a �"�`"` 354 . . : . : . ♦ . : , . : . : : A T �G'f/VTfr'1,�/ . :" z .� . : . --: �: . . �./ . � -2 � . : : `v'`�n' . : °�" : , `�' `�- . �,` : : : : : : : ...,: 354 00 . . . . . . . . . . . . �. '..� �,,..-._ . . . . . . . . . . . . . . S�a .•......: .................. .......... : .: ..... ... ....... .............. ..... ..... ...........................352 . • � ♦ r � 0.580 4.0. }7yry/f{/�Tr�� p�/y //)�,/q��ry %f � F/�yF}yry(yJ��/y/) • AnY . . . ♦ • . . . • • . 'T er/fy,t . • . . e • pry .�/+w., . . . ♦ . , • . • o ld . . . • . • • x/s7 �iJ / LV77F..INt PRORIE +0-217 dQ ♦ e tl `eJ.3 T4s . • i 1�y/ + /Q • , • :%. � �. . . +aV '� +0.2570 ...... ...............:...... ....I............I . ....:•..:...:''''''a:.•.�•.,:.•♦:•..:...:••.:••.:...:350 + 10 11 1 1 14-- 0 15 1 HORIZONTAL: 1"=40' VERTICAL: 1"=2' 0 0 CURVE RADIUS p � DELTA TANGENT w 37.00' 12.86' 19°55'11" 6.54' om Low 197.22' 14114'59" 227.49' C3 00 18.94' IcN 9.68' Lo 37.00' 59.41' «, 38.31' C5 v-rll 00, 88.31' 915953" 56.95' C6 r rte•• $ ,� LJz.. ir� CONSTRUCT MIN. 0.20' TYPE "B" A.C. PAVING OVER MIN. 0.40' CRUSHED AGGREGATE: BASE OVER MIN. 1.00' NAT. GRID. COMPACTED TO 95% MAX. DENSITY TI=4.5 R-4.8 CAMPUS PARK DRIVE (SEE P.M. 12100 STREET PLANS) NOTE "A". VERIFY EXISTING LOCATION AND ELEVATION IN FIELD, PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER IF THERE ARE ANY DISCREPANCIES. 59.41'38.40' 40,14' 38.40' 44.11°j. ISTING IMPRO TR MENTS PER PA cElw MAP 12100 ST PLANS ON CURVE �� t0N ©N CURVE ON CURVE1 ON CURVE wto wco �0 �a c��- cyM ter• " mca n m,�, Axa 0 W t-» m c5 �s s cog W9 m w r'4 m cy w C� co + � to ...... ....•..... ......... . of ... . ol + {° CZ_ 354.....•. . •..♦.... •♦•..♦..... .♦....R ...•..• .• -: �• �. .••..• ••. .. .1. ••..•..•••.•.•. .•••.• . • ♦ • • e . . • ,�,",. ...w.- '--""' '�.-.. • .....--�. .�.-�. �.+.. ems..- ...a-� `-^' �� • • . ♦ , • , • . � • . s • • '* I e • • . ,_.._... •-.-•...^. '-'_' . • . . • ♦ e . • • �� _,♦,�, •----a a ♦ � � _�,". �} y-_ �_ ---^ �� .-- �, -•'-- YET �' �_ . mss- • • , s v • • • ♦ • v a . t • s • • ♦ P • . • v ♦ a ♦ • • • . ♦ • t . �\ ♦ • �•--�: ate, r . -sem ._� • -r � •'*a .. Y✓ •_-� ••. .�- •. .-.ya�. • • ♦ • • . ♦ • 1 ♦ ♦ `r. SEE NOTE "A" ABOVE , '352 . 1 . . . . . . :...... ...... . ..... a ... ..... .............: ........ A�xISANO- F40Wh-W FROF-lli" 9 0� • • : , • . i • . . : . • • : s e s • , L �P�•eMW�„� • • • ; ♦ • . . .1.f+a NfM�+: • • • : v t v : • , . : . a f 0 P 3'IQs • e v • . . e a : . : . j : v ♦ • ♦ • • + . 7c.,. ` . • . . . . . . . • • . . . • . • . . . • • . . . . • .' . . . . , • • . . ♦ . . . . • . , . . . . . ,01310N Ft0K1NF*PR09L 35 . . • . . . . • . . . . , . . . . . . ,. . . . r . . . . . . . . e , . • • . . . • . . . . . . . 5 V + 00 11 12 13+ 14+00 00 15 16+00 TI P E� 41.65' 37.22' EXISTING IMPRQVEMENTS PER PARCEL MAP 1 100 STR ET PLANS ON CURVE I tONCURVEl w 00 w CV ✓phi Coto Q C.7 C3 i,J c7 CJ nC1 L ? to i� U � 1 �� 0�0 00 E r3 W00 N pqto Lo r7 M � iidd 77 ( tri � Cd p j b? n C.� 00 Mo It It It It 00 PROD --I ± . a �"�`"` 354 . . : . : . ♦ . : , . : . : : A T �G'f/VTfr'1,�/ . :" z .� . : . --: �: . . �./ . � -2 � . : : `v'`�n' . : °�" : , `�' `�- . �,` : : : : : : : ...,: 354 00 . . . . . . . . . . . . �. '..� �,,..-._ . . . . . . . . . . . . . . S�a .•......: .................. .......... : .: ..... ... ....... .............. ..... ..... ...........................352 . • � ♦ r � 0.580 4.0. }7yry/f{/�Tr�� p�/y //)�,/q��ry %f � F/�yF}yry(yJ��/y/) • AnY . . . ♦ • . . . • • . 'T er/fy,t . • . . e • pry .�/+w., . . . ♦ . , • . • o ld . . . • . • • x/s7 �iJ / LV77F..INt PRORIE +0-217 dQ ♦ e tl `eJ.3 T4s . • i 1�y/ + /Q • , • :%. � �. . . +aV '� +0.2570 ...... ...............:...... ....I............I . ....:•..:...:''''''a:.•.�•.,:.•♦:•..:...:••.:••.:...:350 + 10 11 1 1 14-- 0 15 1 HORIZONTAL: 1"=40' VERTICAL: 1"=2' g0 tx u tt! mzozju--iw C1- 1 6 00+ 0 �! w (j, �g{{•.. co C�tY_ w LL 0- 01 uj uj <og k5E awgulj8Ra'� Uzi >-�� clT'z -crap U. r 4. LLI z >8 wa u 2LOU << wca < 8j Lou a rn `C �`W p ©�o10 O- 0 � Z CURVE TABLE CURVE RADIUS LENGTH DELTA TANGENT C1 37.00' 12.86' 19°55'11" 6.54' C2 80.00' 197.22' 14114'59" 227.49' C3 37.00' 18.94' 29'19'56" 9.68' C4 37.00' 59.41' 91 °5953" 38.31' C5 55.00' 88.31' 915953" 56.95' C6 25.00' 38.40' 88°00'07" 24.14' C7 25.00' 40.14' 91'59'53" 25.89' C8 25.40' 41.43' 94°57'39" 27.26' C9 25.00' 37.49' 85°55'35 23.28' C10 25.00' 38.40' 88'00'07" 24.14' C11 25.00' 44.11' 101'05'18" 30.38' C12 200.00' 31.73' 9`05'25" 15.90' g0 tx u tt! mzozju--iw C1- 1 6 00+ 0 �! w (j, �g{{•.. co C�tY_ w LL 0- 01 uj uj <og k5E awgulj8Ra'� Uzi >-�� clT'z -crap U. r 4. LLI z >8 wa u 2LOU << wca < 8j Lou a rn `C �`W p ©�o10 O- 0 � Z cc � W to _ ••fes• •�, vi Q c- €�y Q� 49-1 vj rn a 3 Q M V W 00 a4 N F_ (A t-� W Ld V) m00 W r`•1 C� U) z CL 00 00 N fl- tL WLL I- Ij W CL 0 go to w 0 IL a cl� cc � W to _ ••fes• •�, vi Q c- €�y Q� 49-1 vj rn a 3 Q M V W 00 a4 N F_ (A t-� W Ld V) m00 W r`•1 C� U) z CL 00 00 N fl- 41 U DATE 9/15/201 PA JOB No. 13-2750 ' SHEET Q) 4 0Ift OF 10 SHEETS 11 11 UNION mom" 1.1-7288 Ph 1 - 5 tL 41 U DATE 9/15/201 PA JOB No. 13-2750 ' SHEET Q) 4 0Ift OF 10 SHEETS 11 11 UNION mom" 1.1-7288 Ph 1 - 5 ff11 Oki 94 TOT, N u CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. CONSTRUCT 5' WIDE STANDARD TYPE SIDEWALK PER STD. DWG. ST -3. CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STANDARD PLAN A88A CASE A CONSTRUCT WIDE CROSS -GUTTER PER C.O.B. STD. DWG. 5-35. (CONTRACTOR SHALL COMPACT AREA UNDER CROSS -GUTTERS AND A MINIMUM OF 1" EITHER SIDE TO 95% MAX. DENSITY, TO A DEPTH OF l) CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. NO. D-14 Ee PROPOSED STANDARD DRIVE APPROACH PER C.O.B. STD. DWG. ST -4. (SEE SHEET 2 FOR DRIVEWAY LOCATION DETAILS). PROPOSED 4' WIDE SIDEWALK -PUBLIC UTILITIES EASEMENT BY SEPARATE INSTRUMENT. CONSTRUCT 5' WIDE COMBINATION TYPE SIDEWALK PER STD. DWG. ST -3. CONSTRUCT 6" CURB ONLY PER DETAIL ON SHEET 10. FL FLOWLINE STATION L/S LANDSCAPED AREA (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. Ell INSTALL HOLOPHANE "GRANVILLE" PREMIER LED LUNAR (5 LED -4K COW ARRAY) WITH 12 FT. HAMILTON ALUMINUM POLE OR EQUIVALENT AS APPROVED BY CITY ENGINEER. CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -1 3. + INSTALL STREET NAME SIGN PER CITY STANDARDS. 0 EXISTING SURVEY MONUMENT - PROTECT IN PLACE. 0 SEWER MANHOLE 0 SEWER CLEANOUT 0 STORM DRAIN MANHOLE --- RIGHT-OF-WAY — SEWER STORM DRAIN -- EXISTING EDGE OF PAVEMENT big p r"'I'l &AT PHA"ES 2 & 4 B►E) PIP PNITRAnO, 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 Nat a ra I 14 lff" I N' I I L L In PHASE 2 Immilolki.EqUyll A i uld 11#1 ILI 0 4 1 M I PHASE 1 161015 HORIZONTAL.- 1 " =40' VERTICAL: Cl Lu LL IL LL a5:00 uj 0 cl) w8wz�_ woo@d WiEow w3lcltf wcoujw �1-0 Lu :j wxw Z Lu Lu tr lux, iE U_ LU z 0 0 �- C6 Sly rowZ x co uj>- OQ WH E del (0 tty; W. 's cn ch I— _j _S'L'u' U. zclt� < C6 z 14, uj w w 0 0 ©scow` o UJ x 5 > � 8 co U75 0:w ci LU 0 X L>u < u- 0 w > ( cf) Lu 0 z Ix LAVERETT WAY (SEE SHEET 7) CURVE TABLE oc> . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . scjIt g C.) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0. C � 150) L-2 d. :k4c § - . . . . . . . . . sj; I illn 40.14' 37.49 1 0 0- Zt u*' z Ul 2 41.66' + 04a) 354 WF- ) lox 0- "tu_ 101, lqllr— ELI . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 ON CUR . . . . . . 6A . . . . . W 1- F ON CURVE 00 II z cl- A T CEN TFI?l INE �r- U. �t it to 11 ow . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . orn It 11 t-� in It to 0� rl-w r*� It 0 80 CL 11 w co c'q w 0 CR . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 cq . . . . . . _j c __jr�' In _50 to Or � co 00 _j rnflo O.JW P'j !-j"caCi C4 LO to to r4l tn U) -lot 0 po C-4 _j LO to r -z C-1 . . . . . . . . . . . . . . . . . . . ; r coin . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . HORIZONTAL.- 1 " =40' VERTICAL: Cl Lu LL IL LL a5:00 uj 0 cl) w8wz�_ woo@d WiEow w3lcltf wcoujw �1-0 Lu :j wxw Z Lu Lu tr lux, iE U_ LU z 0 0 �- C6 Sly rowZ x co uj>- OQ WH E del (0 tty; W. 's cn ch I— _j _S'L'u' U. zclt� < C6 z 14, uj w w 0 0 ©scow` o UJ x 5 > � 8 co U75 0:w ci LU 0 X L>u < u- 0 w > ( cf) Lu 0 z Ix LAVERETT WAY (SEE SHEET 7) 04 w C-4 LO . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �0') oc> . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . scjIt g C.) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0. C � 150) L-2 d. :k4c § - . . . . . . . . . sj; to 40.14' 37.49 1 0 0- Zt u*' z Ul 2 41.66' + 04a) 354 WF- ) lox 0- "tu_ 101, lqllr— . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 ON CUR . . . . . . _ON CURVE . . . . . W 1- F ON CURVE 00 II z cl- A T CEN TFI?l INE �r- U. �t it to 11 ow . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . orn It 11 t-� in It to 0� rl-w r*� It 0 80 CL 11 w co c'q w 0 CR . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 cq . . . . . . _j c __jr�' In _50 to Or � co 00 _j rnflo O.JW P'j !-j"caCi C4 LO to to r4l tn U) -lot 0 po C-4 _j LO to r -z C-1 . . . . . . . . . . . . . . . . . . . ; r coin . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .• C�rl- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 . . . 00 it it t2u- qi m . . . . . . . . 0 . . . I a in- 4 in . . . . . . . . . . . . 04 co + co . V_ . V_ ro 16401) . A— + C-4 <Nf*-. 354' _j d. fire 4d .0 Cc:)? —e to - lr-%A --v .4ce ............................................. 'i-X15TINO cd ............................. to -_ co — t--- __ — ............ %w%.f GI?OUIVD PROl"Iff co 00 + + + A T CEN TER� INE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 352 . . . . . . 352 0.. 5111,111F ♦ —0.25 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0, ES16 W fl 0 K WE PROIR-1 . . . . . . . . . . . . . +0.20% .+0..20% -�-0.30'% . . . . . . . . , fZ ON�Nl PR6 RL E 350*...'....*' 25Z 350 .............. ............... ......... 11 ...... ........ .......... ............... ............. ...... ..' ........... .... +0,25%. .\-+o.'50%' * * ' * * ' ** . ''**'*' - '''' - * **''*''*'*' 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+ 18+00 19+00 20+00 21+00 ALE 2_ -4- PHASE 1 —CONSTRUCTION LIMITS CONSTRUCTION LIMITS PUBLIC PRIVATE Q IDENTICAL POINT NORTH FLOWLINE PROFILE 38.40 41.43' 37.31' ON CUR ON �_ON CURVE I ON CURVE (n 0- W_ a. cisw U) LO 0-I)E; 0 1.4 m It m lw=m Pi 0 00 W 06 0 Of 00 <3 to C5 to It w 1*) tl ui n cr 0) pq tr, to Or') g c5m 6 cc U 04 w C-4 LO . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �0') oc> . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . scjIt g C.) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0. C � 150) L-2 d. :k4c § - . . . . . . . . . sj; to 0 0- Zt u*' z Ul 2 uj + 04a) 354 WF- ) lox 0- "tu_ 101, lqllr— . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . 06 . 'EXISTINO . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I w 00, . . . . . . . . . . . . . W GROURD 00 A T CEN TFI?l INE �r- U. cn V_ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 352 * . . . . . .... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .••. . . . . . • . . . . . . • . . . . . . . . . . . . . . . . . . ::0 .0-t MY0 /Z- 00f INE -• [5.25 .......... .......... ............ ' * * ' ' ' * * ' ' ' ' * * ' * ' ' ' +0.2-5%- + 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18 00 19+00 SOUTH FLOWLINE PROFILE C) 6;r- +.......... T U- 0 0- Zt u*' z Ul 2 uj .3,54 LLI w U. WF- ) lox 0- in u_ 0 - fz 0 K INE PRML F 20+00 0 ............ .... 350 21+00 LJLJ a a I LJLJ 0%100 to UL Ln v i a) 00 V) uj uj Of V) 00 00 00 N I' - z T U- 0 0- Zt W z Ul 2 uj LLI w U. WF- ) lox 0- in u_ 0 - LJLJ a a I LJLJ 0%100 to UL Ln v i a) 00 V) uj uj Of V) 00 00 00 N I' - DATE 9/1512017 PA JOB No. 13-2760H SHEET 0� E Ln r- OF 10 SHEETS 1.1-7288 Ph 1 - 5 z DATE 9/1512017 PA JOB No. 13-2760H SHEET 0� E Ln r- OF 10 SHEETS 1.1-7288 Ph 1 - 5 LIN 5-01GI&MV - - affolirWiLw a] CONSTRUCT 6" CURB & GUTTER PER C.O.S. STD. DWG. ST -1. M CONSTRUCT 5' WIDE STANDARD TYPE SIDEWALK PER STD. DWG. ST -3. CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STANDARD PLAN A88A CASE "A". CONSTRUCT WIDE CROSS—GUTTER PER C.O.B. STD. DWG. S-35. (CONTRACTOR SHALL COMPACT AREA UNDER CROSS—GUTTERS AND A MINIMUM OF I' EITHER SIDE 'TO 95% MAX. 'DENSITY, TO A DEPTH OF l) CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. NO. D-14 PROPOSED STANDARD DRIVE APPROACH PER C.O.B. STD. DWG. ST -4. (SEE SHEET 2 FOR DRIVEWAY LOCATION DETAILS). EZI PROPOSED, 4' WIDE SIDEWALK --PUBLIC UTILITIES EASEMENT BY SEPARATE- INSTRUMENT. CONSTRUCT 5' WIDE COMBINATION TYPE SIDEWALK PER STD. DWG. ST -3. CONSTRUCT 6" CURB ONLY PER DETAIL ON SHEET 10. FL FLOWLINE STATION L/S -LANDSCAPED- AREA (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. V zH IA 19 IN 0 cb u 6ce ON, INSTALL HOLOPHANE "GRANVILLE" PREMIER LED LUNAR (5 LED -4K 6OW ARRAY) WITH 12 FT. HAMILTON ALUMINUM POLE OR EQUIVALENT AS APPROVED BY CITY ENGINEER. CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -13. + INSTALL STREET NAME SIGN PER CITY STANDARDS. 0 EXISTING SURVEY MONUMENT — PROTECT IN PLACE. SEWER MANHOLE o SEWER CLEANOUT STORM DRAIN MANHOLE RIGHT—OF—WAY SEWER STORM DRAIN EXISTING EDGE OF PAVEMENT PARK ARF DRIVE (SEF SE FT 3) Q 11w i& 0 It to If ir Z 10, ou + �� 11 0 ccs 00+ 00+ od v- m 0 1 •t'ac'! C4 0 04 + + LLj + 0 + co + N) 0 + 15 14 4 * 'r -n + 3 2 + 3r 04 ol co 0 + 13 co 0 4 tp 1— 4 bo co cl. + (o N _0�_ ` —i2 12 0 9 Ic" N + 10 + 8 6 5 �o + + + OD (o z V_ Nt OD to m 0 C) cs C) C) p C) C) ZE ZE < Q) TYP 14.5 14. 2 TYP PROPOSED R/w & C7 C*41 C-0 BACK OF W LV L/S C8 10 X000 5 (A N52*54!22"'W 12 n 00 IT- 19 13 14+26.07 16+61.77 =17:: 14 16 1 19+088 15 @ @ EC @ -000 5 46 — _& CURVE TABLE CURVE RADIUS LENGTH DELTA TANGENT cl 42-00' 193.80' 264"22'57" 46.33' C2 33.00' 10.83' 18"47'49 5.46' C3 33.00' 37.77' 65*35'08" 21.26' C4 2946.00' 234-27' 4`33'22" 117.2©' C5 2964.00* 235.70' 4"33'22 117.91' C6 2982.00' 237.13 43322" 118.63' C7 37,00' 59.41 91 "59'53" 38.31' C8 55.00, 88.31' 91"59'53" 56,95' C9 37.06` 12.86.' 19*55110 6.50' 01 080.00' —P3—;000 197.22' 1411459" 227.49' 1 C11 1 18.94' 2919156" 9.4-1 PARK ARF DRIVE (SEF SE FT 3) Q 11w i& 0 It to If ir Z 10, ou + �� 11 0 ccs 00+ 00+ od v- m 0 1 •t'ac'! C4 0 04 + + LLj + 0 + co + N) 0 + 15 14 4 * 'r -n + 3 2 + 3r 04 ol co 0 + 13 co 0 4 tp 1— 4 bo co cl. + (o N _0�_ ` —i2 12 0 9 Ic" N + 10 + 8 6 5 �o + + + OD (o z V_ Nt OD to m 0 C) cs C) C) p C) C) ZE ZE < Q) TYP 14.5 14. 2 TYP PROPOSED R/w & C7 C*41 C-0 BACK OF W LV L/S C8 10 X000 5 (A N52*54!22"'W 12 n 00 IT- 19 13 14+26.07 16+61.77 =17:: 14 16 1 19+088 15 @ @ EC @ -000 5 46 — _& w o III w z +0.25% 0 cc . . . . . . . . Uj 0 u� w . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . a. CL 9+00 10+00 11+00 12+00 13+ 00 14+ 00 1 5+00 16+00 00 00 co to, cd aI+ 0) 2021- o6 0 + oq + 22 +1 + w ~ U IDENTICAL POINT > Lo ui U. I-- T C5, POO '40 co 11 w r_� po ll� 00 "_100 1 o 11 C-4 00 1__� "�� el ci if M_ 6m Lli Ld 6_1 9 X0 Mai SLO w PROPOSEDR/W BACK OF WALK C6 00 27 Eli j I 0 p C) al 28 29 0 j Ill 0% PHASES �03 & 4 (PUBLIC� STREET) CONSTRUCT0.20' TYPE "B" A.C, PAVING OVER ml I 'Ili *" r9ll(:�HPn ArrPFr,,&TF' 9,AqF nVrJ2 MIN 1 n(Y MAT r,,Qn 14.5' 14.5, TYP (TYP TYP ?A lQitu♦u U. �0_ W95 Z Uf Oz- Lu W Lg 'w < up - j, Z fx X w 0�_ tw�as va w xz tu co Ut,;� ujf- w 0 0 jF Qtt < z c, ulul 818 ao- gol > uj to��QCj cn Lu;tp > < crS a CL An uj 21 Uzi vj 0z) :uEl aw: 0 ow z 00 xul w uj P Y 5; o 3: - 5,; n, ul w 0� 43 X< Lu cc Lu W le ^ v j w z +0.25% 0 cc . . . . . . . . Uj 0 u� w . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . a. CL 9+00 10+00 11+00 12+00 13+ 00 14+ 00 1 5+00 16+00 00 00 z o6 c6 vt + 4 2 c6 + 25 o6 0 + 26 + 't w ~ U IDENTICAL POINT > ui U. I-- T 11 CL Ir co 11 w r_� po ll� 00 "_100 1 o 11 C-4 00 1__� "�� el ci if M_ 6m Lli Ld ME 0 9 X0 Mai SLO cv, 06 to C:l P-) PROPOSEDR/W BACK OF WALK C6 00 27 Eli j I 0 p C) al 28 29 0 j Ill 0% PHASES �03 & 4 (PUBLIC� STREET) CONSTRUCT0.20' TYPE "B" A.C, PAVING OVER ml I 'Ili *" r9ll(:�HPn ArrPFr,,&TF' 9,AqF nVrJ2 MIN 1 n(Y MAT r,,Qn 14.5' 14.5, TYP (TYP TYP ?A lQitu♦u U. �0_ W95 Z Uf Oz- Lu W Lg 'w < up - j, Z fx X w 0�_ tw�as va w xz tu co Ut,;� ujf- w 0 0 jF Qtt < z c, ulul 818 ao- gol > uj to��QCj cn Lu;tp > < crS a CL An uj 21 Uzi vj 0z) :uEl aw: 0 ow z 00 xul w uj P Y 5; o 3: - 5,; n, ul w 0� 43 X< Lu cc Lu W ddb 00 22 It vv > 0 --A + + z rIl + 34 32 0 33 00 06oca HORIZONTAL: 1 -40' +V- I.j z VER11 CAL: 1'#=2' m- 0 PHASE 2 m PHASE 1 CONSTRUCTION OMITS CONSTRUCTION LIMITS NOTE: A BLANKET FLOWAGE AND DRAINAGE EASEMENT FOR PHASE 1 -IMPROVEMENTS RUNOFFPER DOCUMENT RECORDED 5opt zj._%0l*7 2017 AS DOCUMENT NO. Zallllofi R. VOLUME REQUIRED: 0.15 x 0.95 x 10,700 SF= 1,525 C.F. VOLUME PROVIDED: 69.4' x 36' x 0.62' DEPTH— 1,549 C.F. (OK) le ^ v j w z +0.25% 0 cc . . . . . . . . Uj 0 u� w . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . a. CL 9+00 10+00 11+00 12+00 13+ 00 14+ 00 1 5+00 16+00 . 17+ 00 03 z Lu w D w ~ U IDENTICAL POINT > ui U. I-- T ddb 00 22 It vv > 0 --A + + z rIl + 34 32 0 33 00 06oca HORIZONTAL: 1 -40' +V- I.j z VER11 CAL: 1'#=2' m- 0 PHASE 2 m PHASE 1 CONSTRUCTION OMITS CONSTRUCTION LIMITS NOTE: A BLANKET FLOWAGE AND DRAINAGE EASEMENT FOR PHASE 1 -IMPROVEMENTS RUNOFFPER DOCUMENT RECORDED 5opt zj._%0l*7 2017 AS DOCUMENT NO. Zallllofi R. VOLUME REQUIRED: 0.15 x 0.95 x 10,700 SF= 1,525 C.F. VOLUME PROVIDED: 69.4' x 36' x 0.62' DEPTH— 1,549 C.F. (OK) COMPACTED TO 95% MAX, DENSITY PHASE 2 PH ASE 1 U — A TI -4.5 R=48 CONSTRUCTION LIMITS C . ST ®C LIMITS M 59.41' Aft 0� ON CURVE it a- c> to it oc 0 0 flow if q! to w z w cn o*; 'to cri r- Cb gp pn. .88 xi!�z ko _jlt -i . _jt� C5 rn .5. 9 to 1, 14) C14 O+rn ro 8<5 1111 500 08 1W I . i . I ................................ ............. ............ I . . . . . I . . I . . . I- told ed + co+ + I %-- . Fmw uL. M*t♦ o EXISTING GROUND PROI-IZE co �d- z 354 ................. .......... ....... .� ...................... ............... cj ........ 354 C-4 'AT CEN7FRf1Nf . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . + %-- C14— to + to to ........... -1 .......... ,l .....I ................... I ...... ...................... ...... ....... ...... .............. ........ .......... 352- .25 ............................. ........... ...... ...... ........... .................... ............ ........... ........ ............. ........... ....... 352 Lo vi 2 . . . . . . . . . . . i a . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . nrt,,,/m Auff wr bDl�w ij le ^ v j 40A z +0.25% 0 350 . . . . . . . . . . . . . . . . ....... . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . CL 9+00 10+00 11+00 12+00 13+ 00 14+ 00 1 5+00 16+00 . 17+ 00 . 18+ 00 z LL D w ~ U IDENTICAL POINT � I-- T COMPACTED TO 95% MAX, DENSITY PHASE 2 PH ASE 1 U — A TI -4.5 R=48 CONSTRUCTION LIMITS C . ST ®C LIMITS M 59.41' Aft 0� ON CURVE it a- c> to it oc 0 0 flow if q! to w z w cn o*; 'to cri r- Cb gp pn. .88 xi!�z ko _jlt -i . _jt� C5 rn .5. 9 to 1, 14) C14 O+rn ro 8<5 1111 500 08 1W I . i . I ................................ ............. ............ I . . . . . I . . I . . . I- told ed + co+ + I %-- . Fmw uL. M*t♦ o EXISTING GROUND PROI-IZE co �d- z 354 ................. .......... ....... .� ...................... ............... cj ........ 354 C-4 'AT CEN7FRf1Nf . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . + %-- C14— to + to to ........... -1 .......... ,l .....I ................... I ...... ...................... ...... ....... ...... .............. ........ .......... 352- .25 ............................. ........... ...... ...... ........... .................... ............ ........... ........ ............. ........... ....... 352 Lo vi 2 . . . . . . . . . . . i a . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . nrt,,,/m Auff wr bDl�w ij DATE 9/15/2017 352' ....... __j ................. ....... ......... ................................. ...... ... ... ........... ........ 0.2 352 PA JOB No. 13-2750H 0) SHEET .................... ....... ............... ........ ........... ............ ............... ........... . ...... 0 9t.96 W f 10 #1 /AT k - +0.25%. -0-25 350 ... 350 r 9+00 10+00 11+00 12+00 13+00 14+00 1 5+00 16+00 17+00 18+00 19+00 20+00 0 SOUTH E PROFILE OF 10 SHEETS 1.1-7288 Ph 1 5 40A +0.25% 0 350 . . . . . . . . . . . . . . . . ....... . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 350 9+00 10+00 11+00 12+00 13+ 00 14+ 00 1 5+00 16+00 . 17+ 00 . 18+ 00 19+00 20+00 RTH FLOWLINE PROFILE PHASE 2 PHASE 1 00 N IDENTICAL POINT CONSTRUCTION LIMITS CONSTRUCTION LIMITS�- 11 CL Ir 11 w r_� po ll� 00 "_100 1 o 11 C-4 00 1__� "�� el ci if M_ 6m Lli Ld ME 0 9 X0 Mai SLO 06 to C:l P-) R C>fi t")-� " cc + ...... ....... g . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ol(C014 . I . . . . I . I I . I . . . . . . . . . . . . . . . . . If * , , , , * W+ . . . . CRO eu.. . .. I ......... 00+ ood, ......... 00N. ...................• .............. co • 0 ��O+o 354. I EXISTING 6ROUA10 1;I0f1_ZE--, z .1mm 354 A I .... I I I I ......... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . AT CCN7FRZINE �6 ...... I ............. I I 1 6 1 1 ....... 14. t6ko . . . . . . . . . . . . . . . . . . . . . . . . . . -old . . . . . . . . . . . . . . . . . . . . . . . z + + flo co + • _j co ........ ....... ....... ...... ............. ....... ........ ....... I ....... ........ ........ ... .... .............. CN DATE 9/15/2017 352' ....... __j ................. ....... ......... ................................. ...... ... ... ........... ........ 0.2 352 PA JOB No. 13-2750H 0) SHEET .................... ....... ............... ........ ........... ............ ............... ........... . ...... 0 9t.96 W f 10 #1 /AT k - +0.25%. -0-25 350 ... 350 r 9+00 10+00 11+00 12+00 13+00 14+00 1 5+00 16+00 17+00 18+00 19+00 20+00 0 SOUTH E PROFILE OF 10 SHEETS 1.1-7288 Ph 1 5 0 DATE 9/15/2017 352' ....... __j ................. ....... ......... ................................. ...... ... ... ........... ........ 0.2 352 PA JOB No. 13-2750H 0) SHEET .................... ....... ............... ........ ........... ............ ............... ........... . ...... 0 9t.96 W f 10 #1 /AT k - +0.25%. -0-25 350 ... 350 r 9+00 10+00 11+00 12+00 13+00 14+00 1 5+00 16+00 17+00 18+00 19+00 20+00 0 SOUTH E PROFILE OF 10 SHEETS 1.1-7288 Ph 1 5 i U] CONSTRUCT 6" CURB & GUTTER PER. C,O.B. STD. {AWG, ST -1. M CONSTRUCT 5' WIDE STANDARD TYPE SIDEWALK PER STD. DWG. ST -3. CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STANDARD PLAN A88A CASE "A". CONSTRUCT AIDE CROSS -GUTTER PER C.O.B. STD. DWG. S-°°35. (CONTRACTOR SHALL COMPACT AREA UNDER CROSS -GUTTERS AND A MINIMUM OF V 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 PROPOSED STANDARD DRIVE APPROACH PER C.O.B, STD. DWG, ST --4. (SEE SHEET 2 FOR DRIVEWAY LOCATION DETAILS). PROPOSED 4' WIDE SIDEWALK --PUBLIC UTILITIES EASEMENT BY SEPARATE INSTRUMENT. CONSTRUCT 5' WIDE COMBINATION TYPE SIDEWALK PER STD. DWG. ST -3. Q CONSTRUCT F" CURB ONLY PER DETAIL ON SHEET 10. FL FLOWLINE STATION L/S LANDSCAPED AREA (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. 49 _c> INSTALL HOL.OPHANE '"GRANVILLE"' PREMIER LED LUNAR (5 LED -4K 60W ARRAY) WITH 12 FT. HAMILTON ALUMINUM POLE OR EQUIVALENT AS APPROVED BY CITY ENGINEER. CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.0,8. STD. DWG. ST ---13. + INSTALL STREET NAME SIGN PER CITY STANDARDS. O EXISTING SURVEY MONUMENT -- PROTECT IN PLACE. Qs SEWER MANHOLE Q SEWER CLEANOUT Q STORM DRAIN MANHOLE -- ° - -°- RIGHT-OF-WAY SEWER STORM DRAIN EXISTING EDGE OF PAVEMENT ire � 14.5' 14.5' c cn TYP TYP cn PROPOSED c�c BACK OF WALK -- -- _ _L/S LN __ SEEnNOTE"A" .70+pp £3t3- 1 +73.98 13 5 --- --- ,,......,.,.,...............(�. ..w,, c _E Cr? Ef3 E'V Jpy "°' `t' op 'Wj CTYP SEE DETAIL. / Z// 0 2 / �. , � ,, fes,„ qW � "`'It� m ocj �2a 0, •_ c)0 E . } r�' 30, tet = ax cog 0 Q'/ ted. j "°�. `_j rrl..�t r» e•-i,s.. � -i.#.. ea-l+t,., f»•��`»�.�.`' �✓ y� .r -tat•. a•»i,a•. e-�.�«. NOTE °'A": INSTALL W31 (CA) WITH OM4--3 MARKER AT PHASE BOUNDARY OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT THE SAME TIME, REMOVE AND SALVAGE SIGN WITH H A 5 CONSTRUC11ON OF ADJACENT PHASE. (P" R I V A T T R 0""o""T) rn00 4 DELTA L LutNDALE �.0 COURT C14 -t- (SEE SHEET ON 1753.00' 364.59' CL 14co °d 1771.04' 408.22' 13°12'25" 205.02' a� CA a� 59.72 LAS 25.00' 42.69' 97`49'46" 28.67' C6 25.00' 35.69' 26 21.65 N torn PROPOSED & �� 14.5' �� v, � BAKOFWALK 20'34'30 TYP TSP C9 + ,,,.,J+ r- 5 W .. o::+ a. 206.41' C11 55.00' 92.15 V_ cov- -< a3 N 96'00'02" 41.09' C13 80.00' 164.58' 41 r - �-Lr �-- 15, cci r � 37,00' 50.79' LAJ Lu 30.31' ca t- 1 1 gr ,0° CL TYP ire � 14.5' 14.5' c cn TYP TYP cn PROPOSED c�c BACK OF WALK -- -- _ _L/S LN __ SEEnNOTE"A" .70+pp £3t3- 1 +73.98 13 5 --- --- ,,......,.,.,...............(�. ..w,, c _E Cr? Ef3 E'V Jpy "°' `t' op 'Wj CTYP SEE DETAIL. / Z// 0 2 / �. , � ,, fes,„ qW � "`'It� m ocj �2a 0, •_ c)0 E . } r�' 30, tet = ax cog 0 Q'/ ted. j "°�. `_j rrl..�t r» e•-i,s.. � -i.#.. ea-l+t,., f»•��`»�.�.`' �✓ y� .r -tat•. a•»i,a•. e-�.�«. NOTE °'A": INSTALL W31 (CA) WITH OM4--3 MARKER AT PHASE BOUNDARY OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT THE SAME TIME, REMOVE AND SALVAGE SIGN WITH H A 5 CONSTRUC11ON OF ADJACENT PHASE. (P" R I V A T T R 0""o""T) rn00 4 DELTA L LutNDALE �.0 COURT C14 -t- (SEE SHEET ON 1753.00' 364.59' 11'5500' 14co C3 1771.04' 408.22' 13°12'25" 205.02' a� CA a� 59.72 ire � 14.5' 14.5' c cn TYP TYP cn PROPOSED c�c BACK OF WALK -- -- _ _L/S LN __ SEEnNOTE"A" .70+pp £3t3- 1 +73.98 13 5 --- --- ,,......,.,.,...............(�. ..w,, c _E Cr? Ef3 E'V Jpy "°' `t' op 'Wj CTYP SEE DETAIL. / Z// 0 2 / �. , � ,, fes,„ qW � "`'It� m ocj �2a 0, •_ c)0 E . } r�' 30, tet = ax cog 0 Q'/ ted. j "°�. `_j rrl..�t r» e•-i,s.. � -i.#.. ea-l+t,., f»•��`»�.�.`' �✓ y� .r -tat•. a•»i,a•. e-�.�«. NOTE °'A": INSTALL W31 (CA) WITH OM4--3 MARKER AT PHASE BOUNDARY OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT THE SAME TIME, REMOVE AND SALVAGE SIGN WITH H A 5 CONSTRUC11ON OF ADJACENT PHASE. (P" R I V A T T R 0""o""T) co CURVE r•? C� � 15+Z4'31 DELTA L LutNDALE �.0 COURT C14 -t- (SEE SHEET ON 1753.00' 364.59' 11'5500' 14co C3 1771.04' 408.22' 13°12'25" 205.02' a� CA a� 59.72 LAS 25.00' 42.69' 97`49'46" 28.67' C6 25.00' 35.69' oa 21.65 0 PROPOSED & � 14.5' C8 v, � BAKOFWALK 20'34'30 TYP TSP C9 37.00' 11.46' r- 5 C10 4t 137°37'49" 206.41' C11 55.00' 92.15 as -< C12. N 96'00'02" 41.09' C13 80.00' 164.58' 41 132..81., C14 15, f { r � 37,00' 50.79' 3 30.31' ca t- 1 1 gr ,0° TYP co CONSTRUCT MIN. 0.20' TYPE A.C. PAVING OVER 0 CRUSHED AGGREGATE 1►A BASE OVER D GRD. ► * <V * k1AY CURVE r•? C� � 15+Z4'31 DELTA L LutNDALE �.0 COURT C14 -t- (SEE SHEET ON 1753.00' 364.59' 11'5500' 14co C3 1771.04' 408.22' 13°12'25" 205.02' C4 CA 3'49'56" 59.72 LAS 25.00' 42.69' 97`49'46" 28.67' C6 25.00' 35.69' 81°47'44" 21.65 C7 PROPOSED & � 14.5' C8 v, � BAKOFWALK 20'34'30 TYP TSP C9 37.00' 11.46' 17'44' 53" p n C10 1 80.00' 192.17' 137°37'49" 206.41' C11 55.00' 92.15 96`00'02" -< C12. 37.00' 61,99' 96'00'02" 41.09' C13 80.00' 164.58' 1 � c9 132..81., C14 15, f { + 00 1 37,00' 50.79' 3 30.31' t- 1 1 gr ,0° CONSTRUCT MIN. 0.20' TYPE A.C. PAVING OVER 0 CRUSHED AGGREGATE 1►A BASE OVER D GRD. ► * <V * k1AY 2 A� 9 FL 16+85.36 Im HORIZONTAL: 1"-40 VERTICAL: 1"=2' 0Q ttLQ� tt4�9[�iC3)� { tfir�0�p C3D a. cis AL1 �i C3 tt 3 0 Mme ff3»».W 0{ 354 . �. __. . f ist? tr'iY vdr- .354 . . . . . • , L+.. iia., . . . . . . .8 . .c6. ♦ ♦ ( . .44,'. . . . . . . . . . . . . . ( !�- :ca ; : p` = � : ; : : : �X/ST/N�; �'R�UIU� Pf'f�FI�E : : ; : : : + 35 :........... . 0AT.CNT IF :........... ....... .. .......... ........ : .:.......... :35,E . ............ a .,. ........... ................. . .....♦ ........J .-0.25 • . . 35 a, .♦•.•. w . . ! . •...... ...••.•...•.. • %( •..••♦ ..••..., •350 oIe 0, 1 •-0.55 (��{fie�wlgj� � ' '�L� 1 ORME F. e ♦ t • . ♦ ♦ • • ♦ • ♦ s ♦ • s • • ( . • ♦ . . • . • • . . . . • . t • • . a • . • • . . I • r • s f • • . . • . • ♦ . ♦ ♦ t . • . a • , • ♦ • . . • ♦ • ( < . . ♦ • . . • a • a • • t ♦ • . • • . . ♦ t • + • ♦ . • r • ( • ♦ • • s • { • f . ♦ , • • a . . . . . . . . ♦ • • . . . • . • . a • . . • 34 ... . J ( . .. . •• ......♦.......•....♦•....•...•v..•......•♦.. i ♦.. •348 10+00 +0 2+ 3+00 + 6+00 17+00 +0 Im r NORTH FLPROFILE 50..79 61.99 ON CURVE CROSS --CUTTER ON CURVE r K) II Q " tt (00 Ito It rr a0 0 tt x 't tl t-= a0 fl c � - tl w GJ *"` co N'3�°- )tib �-- ci tt - t # C {5) LijCi? i•• ; Z 0; t £:9 Ci ttt 77 (3 a - r u3 w � i-» EXISTING` CROUND PROFIZE 354 ...► • . t Q ............. 354 . caw. :�- io� .w < 4- �? .......... ......... g 7........... ...... ......... .. N ,N� ........... mac}, 3 : : . .:.......: . : ....... '35,2 e . : • • • n . ♦ . ' s . r : . s . ± x . • ; • • R . a • • a n • r • s • ( • . • ♦ • • ♦ • . ♦ • . • . • ♦ 0 • e • • • k • • a ♦ e ♦ v • • ♦ • • r . • . . • • • ♦ • ♦ s ( • • • • • F • • • t w ♦ t F e • t : . < ♦ : • . ... +0.25%, . .350 :--0.25% +o. ........... I...... . .......... ... . ......... .. .......... . ...... i............. 48 3 . . f . . ... e . . . . . . . . . . ♦ . . . . . • . . ( . • • . . . . . . . . . . . . . . . . . . . . . . . . • . . . . 3 10+00 11-x- 00 12+00 13+00 14+00 15-x- O 16+00 SOUTHFLOWLINE CURVE TABLE: CURVE RADIUS LENGTH DELTA TANGENT LutNDALE 1785.00' 15.00' COURT C14 -t- (SEE SHEET ON 1753.00' 364.59' 11'5500' 2 A� 9 FL 16+85.36 Im HORIZONTAL: 1"-40 VERTICAL: 1"=2' 0Q ttLQ� tt4�9[�iC3)� { tfir�0�p C3D a. cis AL1 �i C3 tt 3 0 Mme ff3»».W 0{ 354 . �. __. . f ist? tr'iY vdr- .354 . . . . . • , L+.. iia., . . . . . . .8 . .c6. ♦ ♦ ( . .44,'. . . . . . . . . . . . . . ( !�- :ca ; : p` = � : ; : : : �X/ST/N�; �'R�UIU� Pf'f�FI�E : : ; : : : + 35 :........... . 0AT.CNT IF :........... ....... .. .......... ........ : .:.......... :35,E . ............ a .,. ........... ................. . .....♦ ........J .-0.25 • . . 35 a, .♦•.•. w . . ! . •...... ...••.•...•.. • %( •..••♦ ..••..., •350 oIe 0, 1 •-0.55 (��{fie�wlgj� � ' '�L� 1 ORME F. e ♦ t • . ♦ ♦ • • ♦ • ♦ s ♦ • s • • ( . • ♦ . . • . • • . . . . • . t • • . a • . • • . . I • r • s f • • . . • . • ♦ . ♦ ♦ t . • . a • , • ♦ • . . • ♦ • ( < . . ♦ • . . • a • a • • t ♦ • . • • . . ♦ t • + • ♦ . • r • ( • ♦ • • s • { • f . ♦ , • • a . . . . . . . . ♦ • • . . . • . • . a • . . • 34 ... . J ( . .. . •• ......♦.......•....♦•....•...•v..•......•♦.. i ♦.. •348 10+00 +0 2+ 3+00 + 6+00 17+00 +0 Im r NORTH FLPROFILE 50..79 61.99 ON CURVE CROSS --CUTTER ON CURVE r K) II Q " tt (00 Ito It rr a0 0 tt x 't tl t-= a0 fl c � - tl w GJ *"` co N'3�°- )tib �-- ci tt - t # C {5) LijCi? i•• ; Z 0; t £:9 Ci ttt 77 (3 a - r u3 w � i-» EXISTING` CROUND PROFIZE 354 ...► • . t Q ............. 354 . caw. :�- io� .w < 4- �? .......... ......... g 7........... ...... ......... .. N ,N� ........... mac}, 3 : : . .:.......: . : ....... '35,2 e . : • • • n . ♦ . ' s . r : . s . ± x . • ; • • R . a • • a n • r • s • ( • . • ♦ • • ♦ • . ♦ • . • . • ♦ 0 • e • • • k • • a ♦ e ♦ v • • ♦ • • r . • . . • • • ♦ • ♦ s ( • • • • • F • • • t w ♦ t F e • t : . < ♦ : • . ... +0.25%, . .350 :--0.25% +o. ........... I...... . .......... ... . ......... .. .......... . ...... i............. 48 3 . . f . . ... e . . . . . . . . . . ♦ . . . . . • . . ( . • • . . . . . . . . . . . . . . . . . . . . . . . . • . . . . 3 10+00 11-x- 00 12+00 13+00 14+00 15-x- O 16+00 SOUTHFLOWLINE CURVE TABLE: CURVE RADIUS LENGTH DELTA TANGENT C1 1785.00' 15.00' 00'2853" 7.50' 02 1753.00' 364.59' 11'5500' 182.96' C3 1771.04' 408.22' 13°12'25" 205.02' C4 178500' 119:39' 3'49'56" 59.72 C5 25.00' 42.69' 97`49'46" 28.67' C6 25.00' 35.69' 81°47'44" 21.65 C7 1789.00' 193.82' 6®12'27» 97.01' C8 37.00' 13(29' 20'34'30 6,72' C9 37.00' 11.46' 17'44' 53" 5.78' C10 1 80.00' 192.17' 137°37'49" 206.41' C11 55.00' 92.15 96`00'02" 61.08' C12. 37.00' 61,99' 96'00'02" 41.09' C13 80.00' 164.58' 117*52'22" 132..81., C14 55.00' 75.52' 78°40'06" 45.07' C15 37,00' 50.79' 78'38'35" 30.31' 0-0 it 0 owo 00 '- 8W -'z- 0 to W - ��°zaz m � (� t0)Lu 42 0v��%- E WTO QEF cxoWT � c inn� f�� L4!.•fir j,�.' > m pf <'��A C t Q 0 o cc) c6 u � � wo o 01� '�6 0°-a0 °� ? u- 0 co to 9 s 1z to fJum W r.j t.0 low s- a -W W �-t�-Ct=r ++y+Qc6 -z9xW8am8 .ct LLi ZX 2,; Lt. (V to to P z Lu x.0 c�nw�v� zda�ar WW Q� LU Ul ra z maw r W(n_j�m u. z E cn m d v� O(H3ct Q. W LLJ \ ici f1C rL � & Lu T. z W w' L Q u- CL. 0 •ff- '�1 •4/ t h- «0 a� r t�- t-- w w co 00 z Q 0- 00 co V DATE 9/15/2017 PA JOB No. 13-2750H d) SHEET 7 0 E 0 Lia N OF 10 HEETS- 1.1-7288 Ph 1 - 5 CONSTRUCT 6" CURB & CUTTER PER C.O.B. STD. DWG- ST -1. CONSTRUCT 5' WIDE STANDARD TYPE SIDEWALK PER STD, DWG. ST -3. CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STANDARD PLAN A88A CASE "A". CONSTRUCT WIDE CROSS -GUTTER PER C.O.B. STD, DWG. S-35. (CONTRACTOR SHALL COMPACT AREA UNDER CROSS' GUTTERS AND A MINIMUM OF V EITHER SIDE TO 95%* MAX. DENSITY, TO A DEPTH OF V) CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. NO. D-14 PROPOSED STANDARD DRIVE APPROACH PER C.O,B. STD. DWG. ST -4. (SEE SHEET 2 FOR DRIVEWAY LOCATION DETAILS).9 VIF-Ve- r- ja - f- poc 14 0 21102rn PROPOSED 4' WIDE SIDEWALK - EASEMENT CONSTRUCT 5' WIDE COMBINATION TYPE SIDEWALK PER STD. DWG. ST -3. ED CONSTRUCT 6" CURB ONLY PER DETAIL ON SHEET 10. FL FLOWLINE STATION L/S LANDSCAPED AREA (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. KE PROPOSED a/W BACK OF WALK 5) S/w CLOVERFIELD CIRCLE (SEE SHEET 9) INSTALL HOLOPHANE "GRANVILLE" PREMIER LED LUNAR (5 LED -4K 6OW ARRAY) WITH 12 FT. HAMILTON ALUMINUM POLE OR EQUIVALENT AS APPROVED BY CITY ENGINEER. CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -13. + INSTALL STREET NAME SIGN PER CITY STANDARDS. 0 EXISTING SURVEY MONUMENT - PROTECT IN PLACE. (D SEWER MANHOLE (9 SEWER CLEANOUT @ STORM DRAIN MANHOLE RIGHT-OF-WAY SEWER STORM DRAIN EXISTING EDGE OF PAVEMENT 1i1��3►Y:'1:�.7 ,-2 1-as.55 11 FL 9+27. Mum Ws 7 ) Q_ S/w L/S CONSTRUCT MIN. 0.20' TYPE "B" A.C. PAVING OVER -:. HORIZONTAL: 1"-40' �ANDSGAPED-� 00w) AREA Z:;O+ MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GRD. VERTICAL. 1"=2' 1.6 L I C) 0, )o 0 0 COMPACTED TO95% MAX. DENSITY 0 00 0 97 V) Z pow ui 00 (0(6 0 + t 2.2% qQ0 TI -4.5 R= 48 C to 00 - 22 v_j �-,j HANDICAP RETURN DETAIL u- N te) 11 0z 37.31" 41.66 � M cok�� 164.58' ON CURVE u I < 0 OR Lzu 54 1= 5 < ON coo toci �Oc,4 c� a) _jw M. y3 cc 0 0 w to "*) 3 c i om 521 W r tip'"f + ply 0- CAN cq !A C14 to 00 ft) �,:m V 0 C3 t5a. V_ to 0 V_ to tll� 00 It0q. 0 C�6 0j 14, + qui N. fl- 000 Coto c6ul) to -3 354 ce EXISTINO OROUNO Pl'?OFIZE V -V- con-- I_lr- -. ............... + A T 0N rEI?Z //V� . . re�_ n -I-- �--. 1 . . . . . . . LOU- . I ....... ...... I mmwm�� to _W621 . . . . . . . . . . . 352 0.35% ...... -0-35 . . 352 . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 1 . . . . . . . DE.576W fLOWINt":PROIR71 * .... -0-51........... ........1.. ....... ..... *%,,...: .................... ...... ... ... 05 5,4% ... ... ............................................... ........ 6.6 348........- ...: ...................................... .................... *. ............ ..'34- 10+ 0 10+00 11+00 12+00 13+00 14+00 x.12' ON CURVE I WEST FLOWLINE PROFILE ca txu-j C 10 4 50.79 ON CURVE to 354 ZXIS17NO 61?OUND PROFIZZ- Wo 354 .......... ........... ........ ow ... coo C:) .---g .......... ............ ............ Z . ..... ................... -7 + I 3,52 ....................... ........ ...... ............ 350 ..... • .................. • ........ • .............................. ................................... ....... 350 orqaV f zomu*r PRML ........... ...... .............. I ......... ........ vft..., ........................ 348._ ................................................. ..*348 10+00 11+00 12+00 13+00 14+00 FL 9+27. Mum Ws 7 ) Q_ S/w L/S 00 -:. l< pig �ANDSGAPED-� 00w) AREA Z:;O+ 0 Z z U- Fs 1.6 L I C) 0, )o 0 0 c>x 0 00 0 97 V) Z pow ui 00 (0(6 0 + t 2.2% qQ0 z Lu > 0 ca 0;? C to 00 - 22 v_j �-,j HANDICAP RETURN DETAIL u- SCALE: I ".."'^.1 Q' FL 9+27. Mum Ws 0 0 ui 1.14.5, 14.5 I () I (TYP) V) TYP It tit: Q_ ..IIIf 00 -:. l< pig C*4 00w) 0 Z:;O+ 0 Z z U- 06 < C-4 < ca U) 3: U3uj w W= 21 c>x a. 00 Z pow ui 00 (0(6 0 + C4 qQ0 0 0 ui 1.14.5, 14.5 I () I (TYP) V) TYP m Ira* S33*1 4'5S'W 11+55.1 0 - - - - - - - - - - - - - - - - - - - ec L PR 5, OPOSED BACK 0 WALK 7 v 5 4 CURVE TABLE ..IIIf Iz -:. laillummis 19 cr_lw0 0 00 80 goo 0 Z z . Ir.: 06 < C-4 < ca U) 3: U3uj w W= ooz z 0. c>x a. 00 Z pow ui 00 (0(6 0 + C4 qQ0 z Lu > 0 ca 0;? C to 00 - 22 v_j �-,j v- u- U - ul m Ira* S33*1 4'5S'W 11+55.1 0 - - - - - - - - - - - - - - - - - - - ec L PR 5, OPOSED BACK 0 WALK 7 v 5 4 N la 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 Lu u- @Eyp a- !N w�j CURVE TABLE ..IIIf Iz -:. laillummis 19 cr_lw0 18 N 6*11 Lf im w ce) a > ME W# lu vj z 00 ca U) 3: U3uj w W= ooz z 0. c>x a. 00 Z pow (Lu t3 g Om C>.,c < qQ0 z Lu > 0 ca 0;? C to 00 w 5... 0 0 ...................... 8 Li10 ul og ul- (.3 u I < 0 OR Lzu 54 1= 5 < ON coo toci �Oc,4 +wi 0 r tip'"f + C>N CAN -3 N la 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 Lu u- @Eyp a- !N w�j CURVE TABLE ..IIIf Iz Lo cn laillummis LIJ E V7 Z Lu U-1 CC tu wx 1:31 2 2 w U4 T z *we 0 t%_ > w - N 6*11 Lf im w ce) a > ME W# lu vj z 00 ca U) 3: U3uj w W= U) Z < CSI No ton w w 06 a UTJ I Z pow (Lu t3 g Ce) ui z Lu > 0 ca 0;? C to 00 w 5... 0 0 ...................... 8 Li10 ul U- < ul- (.3 u I < 0 OR Lzu 54 1= 5 < >:lu05 a) -*# z CO 3!0 Lu L'i z iE-w 2 r tip'"f -3 �fflm mitt I mmwm�� _W621 mw: N la 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 Lu u- @Eyp a- !N w�j d ULM w 0Z, i/.�^'.yy-� ..IIIf Iz Lo cn LIJ E V7 Z Lu U-1 CC tu wx 1:31 2 2 w U4 T z *we 0 t%_ > w - w ce) 0.0 0 Lu: w, 0 > 0 0 0) lu vj z 00 ca U) 3: U3uj w W= U) Z < CSI No ton w w 06 a UTJ I Z pow (Lu t3 g Ce) ui z Lu > 0 ca 0;? C to 00 w 5... 0 0 jE 8 Li10 ul U- < ul- (.3 u I < 0 OR Lzu 54 1= 5 < >:lu05 a) -*# z CO 3!0 Lu L'i z iE-w 2 5 \SEER * VV > cr_ �ly HORIZONTAL: 1"=40' VERTICAL: 1"=2" 50V.C. _" I 42-69 F 64 CURVE -1 .t if 000 11w m It to 0+� fe) cb w 00 rn cr- r - 0 -� -- " -p� " 11 bl'_ V7 Q �q co a.,.� W a, d _5 0 sl= La VU -1 00 ,j co 0 In m LO to W u) tn r1r) N N t2�� 'C74 00 to 0 00 te) 0 r_.: to c� to CL to C4 Coto in N< N + + + . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 U. to EXIST/NC GROUND PROF11 o 610 -71 'i 54 . -A7`Cf_1VTZ_a1NE+,r .. . . . . . . -. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . X52........... .. .... ...... ........ .............y -0. 0. 5 350'.. ................... 9is/Ov fzowsr-PRORt �'OM257o �7o.2 . . . . . . . . . .350 9+00 10+00 11+00 12+00 19J., 13+00 50' V, C. WEST FLOWLINE PROFILE 35.69' ON CURVE 111-4 F4 it �-4 C2 ekom mt ce 8 w ar Awo gl i n g 6 C5 1*1 to N R-5 e 110 Qv) R4 to 0z 0Z IDENTICAL POINT 0 0- tn 06+ cd< C�< C>c� + 0oul K) x + cr) . . . . . . . . . . . . . . . + . . . . . . . . . . . . =100 -CAO IRt 0. . . . . . . . . . . . . . . 4t. 0. .Id- . BON C4 :1 . . . . . . . . ... . . . . . to AT-CGR1OVTUNP IF oc� .0" N" L&- -35.4 ............... .......... ............ ... ......... 352'. ...... ...... ....... ............... ...... .... ......... -0-257* 350 rq ...... 350 Of%N- 00f INF tPRWROFIL .................. --0'2570 .......... 9+00 10+00 11+00 12+00 0.79% 1+0.78% 13+00 EAST FLOWLINE PROFILE .T Z3 "j- > _ddo L0 01 C) U) ao 0 V) 00 00 00 N rl- 0 Lu CL L w 4. CL LL. cr_ 0 tu w z 0z Im w W 8 A ul w LL ul- (.3 -LCL. < 5 \SEER * VV > cr_ �ly HORIZONTAL: 1"=40' VERTICAL: 1"=2" 50V.C. _" I 42-69 F 64 CURVE -1 .t if 000 11w m It to 0+� fe) cb w 00 rn cr- r - 0 -� -- " -p� " 11 bl'_ V7 Q �q co a.,.� W a, d _5 0 sl= La VU -1 00 ,j co 0 In m LO to W u) tn r1r) N N t2�� 'C74 00 to 0 00 te) 0 r_.: to c� to CL to C4 Coto in N< N + + + . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 U. to EXIST/NC GROUND PROF11 o 610 -71 'i 54 . -A7`Cf_1VTZ_a1NE+,r .. . . . . . . -. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . X52........... .. .... ...... ........ .............y -0. 0. 5 350'.. ................... 9is/Ov fzowsr-PRORt �'OM257o �7o.2 . . . . . . . . . .350 9+00 10+00 11+00 12+00 19J., 13+00 50' V, C. WEST FLOWLINE PROFILE 35.69' ON CURVE 111-4 F4 it �-4 C2 ekom mt ce 8 w ar Awo gl i n g 6 C5 1*1 to N R-5 e 110 Qv) R4 to 0z 0Z IDENTICAL POINT 0 0- tn 06+ cd< C�< C>c� + 0oul K) x + cr) . . . . . . . . . . . . . . . + . . . . . . . . . . . . =100 -CAO IRt 0. . . . . . . . . . . . . . . 4t. 0. .Id- . BON C4 :1 . . . . . . . . ... . . . . . to AT-CGR1OVTUNP IF oc� .0" N" L&- -35.4 ............... .......... ............ ... ......... 352'. ...... ...... ....... ............... ...... .... ......... -0-257* 350 rq ...... 350 Of%N- 00f INF tPRWROFIL .................. --0'2570 .......... 9+00 10+00 11+00 12+00 0.79% 1+0.78% 13+00 EAST FLOWLINE PROFILE .T Z3 "j- > _ddo L0 01 C) U) ao 0 V) 00 00 00 N rl- DATE 9/15/2017 PA JOB No. 13-2750H SHEET 10 Ar E 0 Ln C.O.B. RECORDS No, OF 10 SHEETS mono IN 1.1-7288 Ph 1 - 5 0 Lu L w 4. DATE 9/15/2017 PA JOB No. 13-2750H SHEET 10 Ar E 0 Ln C.O.B. RECORDS No, OF 10 SHEETS mono IN 1.1-7288 Ph 1 - 5 Nlom�i #'X [D CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. M CONSTRUCT 5' WIDE STANDARD TYPE SIDEWALK PER STD. DWG. ST -3. CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STANDARD PLAN A88A CASE A$ . CONSTRUCT WIDE CROSS -GUTTER PER C.O.B. STD. DWG. S-35. (CONTRACTOR SHALL COMPACT AREA UNDER CROSS -GUTTERS AND A MI-NIMUM OF 1" EITHER SfDE TO 95%'MAX, DENSITY,, TO A DEPTH OF l) CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. NO. D-14 PROPOSED STANDARD DRIVE APPROACH PER C.O.B. STD. DWG. ST 4. (SEE SHEET 2 FOR DRIVEWAY LOCATION DETAILS). erw- vcc.. 0 ov 7 C>22 7301 0.9. ni LouAlf-L-11rif Llz PROPOSED 4' WIDE SIDEWALK- Awwbv" �,H-HH I tt� a EASEMENT IPISTR4,51OEff. CONSTRUCT 5' WIDE COMBINATION TYPE SIDEWALK PER STD. DWG. ST -3. CONSTRUCT 6" CURB ONLY PER DETAIL ON SHEET 10. FL FLOWLINE STATION L/S LANDSCAPED AREA (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. ,30't I 1 30 12 1 5' S/W S/w tt :i-- <> INSTALL HOLOPHANE ", GRANVILLE"' PREMIER LED LUNAR (5 LED -4K 60W ARRAY) WITH 12 FT. HAMILTON ALUMINUM POLE OR EQUIVALENT AS APPROVED BY CITY ENGINEER. CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -13. + INSTALL STREET NAME SIGN PER CITY STANDARDS. 0 EXISTING SURVEY MONUMENT — PROTECT IN PLACE. 0 SEWER MANHOLE 0 SEWER CLEANOUT 0 STORM DRAIN MANHOLE RIGHT—OF—WAY SEWER STORM DRAIN —I/L_ — --dl— EXISTING EDGE OF PAVEMENT �vl L/S L/S 4- w 06 00 EE t -_C4 to + od + + U- 3 "b C9 co co 06 0-4 15 B -SEE DETAIL 8 CURVE TABLE min TI 4.5 R=48 1,4-) nw -Ar LANDSCAPE AREA 00 I - Wr W�� 9 1-3 0- w . C f "s SIDEWALK AREA DETAIL 2 U. 8 J SCALE: 1"=20' C) LOT 3 LOT 4 co z HORIZONTAL: 1"=40' 0004 4�0+ ui VERTICAL: 1"=2' RAINDROP LANE m0 u9Ul > ul � � '� ' � f ! ! . is TRANSITION SIDEWALK FROM COMBINATION TO DETACHED 10.0, 12 354 < LANDSCAPE cq 8 13 0 14 .40. Lo co+ EXIS77NO GI?OUNO PROFIZ -N. N + o6 + 0 + AREA 4115; 8 ............. ........+ ....... ................ W -W ..... -A. T. Ci 7Z ??Z IN, F . . . . . . . . . . . . . . . . . . . . . . . . . . • V) U) < < .......... X x 0. CL ........... ............... I ....... ......... PROPOSED RL/W &---\ PROPOSED LANDSCAPE LOT TO BE 352 ........... d BACK OF WALK DEDICATED ON FINAL MAP .... ........ .. .... I ........................... .................... I pj/ ............. 352 _15 -- I I I I -G-.25% L/S LOT Chi 00 . . . . . . . . . . . . . . _10+00.00 �12 . . . 0257 . . . . -0-257o. . . . . . . . 53314 '53"W '!�l 1 + 4 11 +41.3 @ BC 350' . . . . . . . . . cl . . . . . . . 4 1 . . . ..... ....... 9 350 to 9+00 10+00 11+00 cp 13+00 to WEL L_ .E PROFILE IDENTICAL POINT �vl L/S L/S 4- w 06 00 EE t -_C4 to + od + + U- 3 "b C9 co co 06 0-4 15 B -SEE DETAIL 8 CURVE TABLE min TI 4.5 R=48 -Ar LANDSCAPE AREA 00 I - Wr W�� 9 1-3 0- w C f "s SIDEWALK AREA DETAIL 2 U. 8 J SCALE: 1"=20' C) LOT 3 LOT 4 co z HORIZONTAL: 1"=40' ui VERTICAL: 1"=2' RAINDROP LANE m0 u9Ul > ul � � '� ' � f ! ! . is TRANSITION SIDEWALK FROM CONSTRUCT MIN. 0.20' TYPE "B" A,C. PAVING OVER MIN. 0.407 CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GRD. COMPACTED TO 95% MAX. DENSITY im PROPOSED & BACK OF WALK I L-01 CL Dwy �14+Z7.27 CL DWy 6 LA TI 4.5 R=48 -Ar LANDSCAPE AREA 00 I -11 9 1-3 0- I L-01 CL Dwy �14+Z7.27 CL DWy 6 i� CLOVERFIELD CIRCLE r 0 A SIDEWALK AREA DETAIL KU _f SCALE: 1 $1= 20' 8 < 79,5 2 "o- NOTE: THE LANDSCAPE AREAS ARE TO BE DESIGNED AND GRADED TO MINIMIZE EXCESS LANDSCAPE DRAINAGE ACROSS THE SIDEWALK FOR THOSE AREAS OVER 27. LOT 15 TRANSITION SIDEWALK FROM COMBINATION TO DETACHED AS SHOWN. LOT 14 6- LA TI 4.5 R=48 LANDSCAPE AREA 00 I 0- w C f "s SIDEWALK AREA DETAIL 2 U. 8 J SCALE: 1"=20' C) LOT 3 LOT 4 co z HORIZONTAL: 1"=40' ui VERTICAL: 1"=2' RAINDROP LANE m0 u9Ul > ul 1� U- w TRANSITION SIDEWALK FROM COMBINATION TO DETACHED 10.0, AS SHOWN. 354 < LANDSCAPE + 41, AREA co+ EXIS77NO GI?OUNO PROFIZ -N. LANDSCAPE" -x< o6 + AREA 4115; i� CLOVERFIELD CIRCLE r 0 A SIDEWALK AREA DETAIL KU _f SCALE: 1 $1= 20' 8 < 79,5 2 "o- NOTE: THE LANDSCAPE AREAS ARE TO BE DESIGNED AND GRADED TO MINIMIZE EXCESS LANDSCAPE DRAINAGE ACROSS THE SIDEWALK FOR THOSE AREAS OVER 27. LOT 15 TRANSITION SIDEWALK FROM COMBINATION TO DETACHED AS SHOWN. LOT 14 6- x LANDSCAPE AREA LOT 22 /*Z'SIDEWALK AREA DETAIL Z 0, SCALE: 1"-20' "w0*00ow IT -_j LA TI 4.5 R=48 LANDSCAPE AREA 00 I 0- w C f "s SIDEWALK AREA DETAIL ui U. 8 J SCALE: 1"=20' C) o ER it w co z HORIZONTAL: 1"=40' ui VERTICAL: 1"=2' RAINDROP LANE x LANDSCAPE AREA LOT 22 /*Z'SIDEWALK AREA DETAIL Z 0, SCALE: 1"-20' "w0*00ow IT -_j TI 4.5 R=48 LANDSCAPE AREA 00 I 0- w C F ON CURVE ui U. II C) o ER it w co z ui w c%4 m0 u9Ul > ul 1� U- w co 354 + o0cN co+ EXIS77NO GI?OUNO PROFIZ -N. o6 + 354 ............. ........+ ....... ................ ..... -A. T. Ci 7Z ??Z IN, F . . . . . . . . . . . . . . . . . . . . . . . . . . • .......... .... ........... ............... I ....... ......... ....... .................... 352 ........... I ...... .... ........ .. .... I ........................... .................... ............. 352 -0-24% - - -- I I I I -G-.25% . . . . . . . . . . . . . . . . . . . . . . . X -SIGN ROKINE . . . 0257 . . . . -0-257o. . . . . . . . 350' . . . . . . . . . . . . . . . . . 4 1 . . . ..... ....... ...... 350 .................... 8+00 9+00 10+00 11+00 12+00 13+00 14+00 WEL L_ .E PROFILE IDENTICAL POINT tai w 00uo *`� 48 . C4 a� Cecq re) T M a roma 354 + M + + %-V- EXISTING' GROUND IDROFkE +354 ........... ........................... ................. V--. 4 T - CEN. TERI INE. . . .......... ...... .............. ...... ...... ........ ...... ....... ......................... 352.1 ........ ....... ... ..................... ....... I ....... :...:3 -0:257a :-0.25• I I I I .0-25%. -0�25% . . . . . . . . . . . . . . . . . . . . . 4 1 1 1 1 XNIOV ROKINE PR 1L ............. 1 . . . . . . . . . :2 . . . . . . . 350 ... ...... .................... .............. ........................................ 8+00 9+00 10+00 11+00 12+00 13+00 14+00 x LANDSCAPE AREA LOT 22 /*Z'SIDEWALK AREA DETAIL Z 0, SCALE: 1"-20' "w0*00ow IT -_j 00000' \�o_ LANDSCAPE AREA LANDSCAPE '�t 1 AREA L IN �PROPOSED BLOCK WALL X PROPOSED' SUMP (SEE TRACT 728'8 -/GRADING PLAN) lljl� SCALE: 1"=20' q W U - w E!z t CN 8 Q % zLU%w Lf) ui m to c* (46 C uj w3r. Z5 t,: w T � z `0 ul !tz N Lu 15 cam? > T U0 < g(6 z ul uj u. z ang 6 000M rn z d ir Lu = ul U) z Cc F-:ce co ,6T < W 0 w 4) 0 t:9 Z 06 (1) 2 gcwx �l 6 mom W6�_08. iox �<Zwgw iFwaQ 0 c\l L" 19 c6 a, WW> w zoo_� I.- w oz o ox w uj x I— % � P; �? 0 agowt3%owoMm cli T § oli �z < 'o, w r�q ;? 6<0 00 0 w w >� u� iwr!uu:rj a, ow um - 5 ,w+ X w :� It 6 wu W 5 C4 tu, 0 > u. T > M c z Z bi 0 * :t w Z-) tw 00 'o' cz mw- LANDSCAPE---, AREA LANDSCAPE AREA 00 I 00000' \�o_ LANDSCAPE AREA LANDSCAPE '�t 1 AREA L IN �PROPOSED BLOCK WALL X PROPOSED' SUMP (SEE TRACT 728'8 -/GRADING PLAN) lljl� SCALE: 1"=20' q W U - w E!z t CN 8 Q % zLU%w Lf) ui m to c* (46 C uj w3r. Z5 t,: w T � z `0 ul !tz N Lu 15 cam? > T U0 < g(6 z ul uj u. z ang 6 000M rn z d ir Lu = ul U) z Cc F-:ce co ,6T < W 0 w 4) 0 t:9 Z 06 (1) 2 gcwx �l 6 mom W6�_08. iox �<Zwgw iFwaQ 0 c\l L" 19 c6 a, WW> w zoo_� I.- w oz o ox w uj x I— % � P; �? 0 agowt3%owoMm cli T § oli �z < 'o, w r�q ;? 6<0 00 0 w w >� u� iwr!uu:rj a, ow um - 5 ,w+ X w :� It 6 wu W 5 C4 tu, 0 > u. T > M c z Z bi 0 * :t w Z-) tw 00 'o' cz mw- LANDSCAPE---, AREA 00 0 Nv /03 w C ui U. C) z ui Z ui > u9Ul > ul 1� U- w 00 0 Nv /03 DATE 9115/2017 PA JOB No. 13-2750H SHEET E E I-, J� 0 Ln rr OF 10 SHEETS 1.1-7288 Ph 1 - 5 w DATE 9115/2017 PA JOB No. 13-2750H SHEET E E I-, J� 0 Ln rr OF 10 SHEETS 1.1-7288 Ph 1 - 5 a7 CONSTRUCT 6" CURB 8o GUTTER PER C'(l8- STD. QWG. ST -1. M CONSTRUCT 5' WIDE STANDARD TYPE SIDEWALK PER STD. DWG, ST -3. [M CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STANDARD PLAN A88A CASE "A" PACONSTRUCT WIDE CROSS -GUTTER PER C.O.B.STD. DWG. S-35. (CONTRACTOR SHALL COMPACT AREA -- UNDER CROSS -GUTTERS AND A MINIMUM OF l` EITHER SIDE TD95%MAX. DENSITY,, TO A DEPTH OF 1~) F-5 TI CONSTRUCT TYPE ^A^ CATCH BASIN PER C.O.B. STD. DWG. NO. D^-14 PROPOSED STANDARD DRIVE APPROACH PER C.O.B.STD. �� T~4 (SEE SHEET 2 FOR DRIVEWAY F�l ` ' ' '` uo LOCATION DETAILS). FE0-r- -c .4 les� , Poe~ 0 ov~70le 1509 0~ Vt. [] PROPOSED 4~ WIDE S-I0EVVALM EASEMENT F�\ CONSTRUCT 5^ WIDE COMBINATION TYPE SIDEWALK PER STD. DWQ, ST -3. F�l CONSTRUCT 6° CURB ONLY PER DETAIL ON SHEET 10. FL FLOWL|NE STATION L/S LANDSCAPED AREA (SEE LANDSCAPE PLANS BY OTHERS) ADJUST ALL EXISTING MANHOLES, CLEAN0UTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. TO FINISHED GRADE PER CITY STANDARUS, ALL PLAN NEYV STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. I-AVERETT WAY (SEE SHEET 7) ��. INSTALL HOLOPHANE"GRANNLLE� PREMIER LED LUNAR WITH 12 FT HAMILTON ALUMINUM POLE OR EQUIVALENT AS APPROVED BY CITY ENGINEER. Y� CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD' DWG. 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'. . . . . ` . . . . 13+00 14+00 15+00 16+00 17+00 18+00 U4 LL «- N� a:# �� ~ t5 % w^� sm�� z `^ �� nc �� tzu oz - Ulm t»m�� m^ � � 2� ww �� ' o �� u-+^�� .~ :~ Haqffi�qwo o �_ f �� = z � �� m� �� gf z c, �� m h� uj zz �� 0 cwl �� um m zbL o «» �� o �� = y� �� o �|s ��0 <»" °~ w�x�x~�CL, + c cz9 �w 8 z �x i5w cx ��u- 00- z� - �� 6� u' ^~ ° " o u I 8 ~ ± �«~ i oc � ^� � �� 0� a` h4 o m X 8 o i� HORIZONTAL: 1°=40` IDENTICAL POINT _= 1 1 7288 Ph 1 5 CL LL 1 1 7288 Ph 1 5 ED CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. CONSTRUCT 5' WIDE STANDARD TYPE SIDEWALK PER STD, DWG. ST -3. CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STANDARD PLAN A88A CASE "A". CONSTRUCT ODE 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") CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. NO. D-14 PROPOSED STANDARD DRIVE APPROACH PER C.O.B. STD. DWG. ST -4. (SEE SHEET 2 FOR DRIVEWAY LOCATION DETAILS). PROPOSED 4' NDE SIDEWALK --PUBLIC UTILITIES EASEMENT BY SEPARATE INSTRUMENT. F -fl CONSTRUCT 5' WIDE COMBINATION TYPE SIDEWALK PER STD, DWG. ST -3. M CONSTRUCT 6" CURB ONLY PER DETAIL ON SHEET 10. FL FLOWLINE STATION L/S LANDSCAPED AREA (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. LEQEblQ (Z) PROPOSED 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. PROPOSED LANDSCAPE AREA (SEE LANDSCAPE PLANS -BY OTHERS). PROPOSED BLOCK WALL (SEE WALL PLANS). PROPOSED 6" CURB NO GUTTER SIMILAR C.O.B. STD. DWG. ST -1, R/W TT 7288 %-D �LARIF-q 11 PROPOSED BLOCK WALL TO BE MAINTAINED BY H.O.A. WIDE PRIVATE RESIDENTIAL "NO PXRRNG"" NATION SLOPE VARIES FROM 1.5% TO 3.5% SLOP`E'VARIES FROM 2% TO 30 (SEE PLAN VIEW FOR STRUCTURAL SECTION) NOTE: STREET TO BE MAINTAINED BY H2O.A. PER " " EXHIBIT SIMILAR 4-14 & 4-15 TYPICAL 30* WIDE ALLEY MSP PRIVATE RESIDENTIAL LANE vi—OV NOT TO SCALE cl. z SE -E* 0) i..+48()VE pini'- "WI -1 9 INSTALL HOLOPHANE "GRANVILLE" PREMIER LED LUNAR (5 LED -4K 60W ARRAY) WITH 12 FT. HAMILTON ALUMINUM POLE OR EQUIVALENT AS APPROVED BY CITY ENGINEER. O CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -13. + INSTALL STREET NAME SIGN PER CITY STANDARDS, 0 EXISTING SURVEY MONUMENT - PROTECT IN PLACE. (D SEWER MANHOLE 0 SEWER CLEANOUT STORM DRAIN MANHOLE RIGHT-OF-WAY SEWER STORM DRAIN EXISTING EDGE OF PAVEMENT PROPOSED BLOCK WALL TO BE MAINTAINED BY H.O., Q TT 7288 FINISHED P R/W R/W 5' j 30* IMPROVEMENTS PER VTTM No. 7245) 4' L 30- WIDE PRIVATE RESIDENTIAL LANE AREA f '1N5 PXRKi EITHER SIDE TT 7288 TOP OF A.C. PROFILE ELEVATION 9 I W.11 Z I dc ioll-lulm SLOPE VARIES FROM 1r5% TO 3.5% SLOPE VARIES FROM 27. TO 31 (SEE PLAN VIEW FOR STRUCTURAL SECTION) NOTE: STREET TO BE MAINTAINED BY H.O.A. PER "WMSP" EXHIBIT SIMILAR 4-14 & 4-15 TYPICAL 30" WIDE ALLEY P PRIVATE RESIDENTIAL LANE vi -0--) NOT TO SCALE NOTE "A": VERIFY EXISTING LOCATION AND ELEVATION IN FIELD, PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER IF THERE ARE ANY DISCREPANCIES. NOTE B: CENTERLINE SHOWN IS FOR CONSTRUCTION /CONTROL PURPOSES ONLY, THERE WILL NOT BE PAINTED CENTERLINE STRIPING. NOTE C: DRIVEWAYS ARE DEFERRED UNTIL HOUSE CONSTRUCTION FOR EACH LOT, SHOWN FOR UTILITY ,rwm'�'RIVATE STREET) ,kH CONSTRUCT0.20' TYPE "B" A.C. PAVING OVER f 0- M uj z cr) ui cr) + :CAMPUS PARK DR' ca IVE (SEE P.M. 12100 STREET PLANS) LANDSCAPE LOT >/ 10+00.0 TLO 0_ SEE NOTE "B"J 10 ul 10' �10110' CL a. z 0 F=(n ,1�1. PER PM,710U,VLANS 00 x SEE to mmw Al(' oi C5 �0 BELOW LEFT + HORIZONTAL: 1"=40' T_ + _j 0 VERTICAL.- 1 =21 U- 50' V. C.39-50, ON CURVE f-: > a. clq to oo 4 00 tei uj "i cl C14 w e) In "t N _j n LO M re) to op p < + 0� A+4 . x + 356, '8- ++ 0 ................ 356 fl— I I pry ........... ......... .. .............. + 0) 354' .......... 354 - �1:7 1 LOKI e OCS16Y V PL 0 #1 IN, F PWIL 08,9" 0- 61 352*. SEI NOTE '"App. 352 10+00 11+00 12+00 f..: R r ;� n. .0-4 WEST FIOWLINE PROFILE �!R rl') W8 U-) pe) 50' V.C. 39'.01, < toON CURVE CO 4 W to 110 io— LO *.A + 356 4M tO U"Y 356 . . . 04- it il SN . + a + Q� 4 C3 I a: 0 0 + ............ ....... O . ....... ...... 354 MP OF PA WY:&T PRORI ............. ...... SEE NOTE "'A" 2, 352 ......... ........ 352 10+00 11+00 12+00 EAST TOP CSF A.C. PROFILE 18+46.77 (10-00' LT)= FL 18+44.45 BCR ia fm rAN- I dW 119INI &011211411 W 11L 0 1 CURVE TABLE CURVE RADIUS LENGTH DELTA TANGENT 'Cl 2494.0( 578,81' 13*17'50" 290.71" C2 2504.00' 606.21' 13"52'16" 304.59" C3 2514.00' 623.57' , 14*12'42" 313.39' PARK SQUARE DRIVE (SEE SHEET3) x w PHASE 1 A V W611120406,204 *TYPICALLY 6" UNLESS OTHERWISE NOTED ON PLANS WE 14 a , 1WH61:4-:01 10 6 �l 1/2" Ln 50 V.C. A.C. PAVEMENT fo (0 COMPACTED TO 95% MAX. DENSITY b SLOPE VARIES Lu (0 TI 4.5 R=48 ri I w 6 : C.4 0 fc- -1 100 Q>- clicli Ul p 11 Illox go- 0 C-4 M cli uj BASE PARK SQUARE DRIVE (SEE SHEET3) x w PHASE 1 A V W611120406,204 *TYPICALLY 6" UNLESS OTHERWISE NOTED ON PLANS WE 14 a , 1WH61:4-:01 10 -0 u on Z W z ce) j c1r) 0- LO L U - ZIF z 0 L>U c a to ir 0) 3: w 0 ca ui z E V5 OlAl 0 uj;F io 0 Wwo w 'a ci C, C, > v 0 ul 0 0 aws C�,el ci c0l, i t m z L0 u. wc 2 j 0 ccf) j) z 6Tw -r- uz 0 W (0 0 z oes w N§i§ 025:� *�gwoz> z culi <ffio-z'OH982 N I— g ww P Z 0 Z cy) > W Lu in w zz6 C\l 90 wo z 0 1- CL tu Oz Lzu 46i g!i U 0 z 0 J uj UL, 0 ul 0 t IKE W> > ALL 2 —w0wRw 2ujs@g3g6<(n a. > co 00 N 00 con z n 00 Ln 50 V.C. COMPACTED TO 95% MAX. DENSITY b I ON CURVE Lu TI 4.5 R=48 ri I w 6 : C.4 0 fc- -1 100 Q>- clicli Ul p 11 Illox go- 0 C-4 M cli uj co te) to +00 co > + +C0 ....... ........................................................................................ ....................+ ....... co .............. ............... ......ca V- _8 Qa ...... 0) E2 mv- .......... ....... ............... .......... ......... ...... ................ ........ ... ....... . .. ........... 356 PHASE co PHASE 1 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . •I . . . 1 1 4 1 . . . . . . . . . . . CONSTRUCTION LIMITS CONSTRUCTION LIMITS PFSIO V Pi 0 K INf PROfIL E ...... .......... ................................. ............ ♦ ............. ....... f ................. a ........... s ................................ 354 -0.25% . . . . . . . r . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �XISTI*� CROUND P1?0f1-Zcl'_ - 7 7 .. . . . . -..-•. . . . . . . . . . . . •. . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . •A -0-25% T CEN 7M INE 352 : : :. : '.� • �,�, :*352 9+00 10+00 11+00 12+00 13+00 14+00 15+00 ..............: 16+00 . ..: . 17+00 18+00 45 --6 19+00 SOUTH F L.I PROFILE -0 u on Z W z ce) j c1r) 0- LO L U - ZIF z 0 L>U c a to ir 0) 3: w 0 ca ui z E V5 OlAl 0 uj;F io 0 Wwo w 'a ci C, C, > v 0 ul 0 0 aws C�,el ci c0l, i t m z L0 u. wc 2 j 0 ccf) j) z 6Tw -r- uz 0 W (0 0 z oes w N§i§ 025:� *�gwoz> z culi <ffio-z'OH982 N I— g ww P Z 0 Z cy) > W Lu in w zz6 C\l 90 wo z 0 1- CL tu Oz Lzu 46i g!i U 0 z 0 J uj UL, 0 ul 0 t IKE W> > ALL 2 —w0wRw 2ujs@g3g6<(n a. > co 00 N 00 con z n 00 DATE 9115/2017 PA JOB No. 13-2750H SHEET E 0 E ll_� r 0 Ln OF 10 SHEETS; 1.1-7288 Ph 1 - 5 Lu ri I DATE 9115/2017 PA JOB No. 13-2750H SHEET E 0 E ll_� r 0 Ln OF 10 SHEETS; 1.1-7288 Ph 1 - 5