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HomeMy WebLinkAbout1.1-6331 Ph 1 & 2 Record DrawingSUMMARY OF IMPROVEMENTS - UNIT 1 6' CURB & GUTTER 8,425 L.F. 4' CONCRETE SIDEWALK 23,155 S.F. C1 Ty OF 6' CONCRETE DRIVEWAY 8,613 S.F. A.C. PAVING (215,514 SF.) 4,817 TONS AGG. BASE 3,568 C.Y WHEEL CHAIR RAMPS 26 EA. STREET NAME SIGNS 18 EA. SURVEY MONUMENT ENCASEMENT 16 EA. STREET SIGNS 2 EA. 'WARNING & REG.' SIGNS 2 EA. BAKERSFIELD 6' BLOCK WALL (W/2' RET.) 525 LF. LANDSCAPING 14,.472 S.F STRIPING 2,256 LF. INNER CONNECT CONDUIT 1,001 L.F. TRACT No. 6331 UNITS 1-2 CONSTRUCTION PLANS STREET PLANS AND PROFILES SUMMARY OF IMPROVEMENTS - UNIT 2 6' CURB & GUTTER 5,717 L.F. 4' CONCRETE SIDEWALK 14,972 S.F. 6' CONCRETE DRIVEWAY 6,435 S.F. A.C. PAVING (123,707 S.F.) 2,783 TONS AGG. BASE 2,062 C.Y WHEEL CHAIR RAMPS 16 EA. STREET NAME SIGNS 12 EA. SURVEY MONUMENT ENCASEMENT 11 EA. ADDITIONAL NOTES OWNER: MCMILLIN HOMES 1. 3851 FRUITVALE AVENUE 2. BAKERSFlELD CA, 93308 SUBDIVIDER: ROBERT E. SMITH 4. 1424 17TH STREET 5. BAKERSFlELD, CA 93301 ENGINEER: SMITHTECH/USA, INC. 7. 1424 17TH STREET 8. BAKERSFlELD, CA 93301 08/18/06 Drawing File: FSTR6331 INDEX SHT. NO. SHEET DESCRIPTION ROAD 84 1. TITLE SHEET 2. NOTE SHEET 3. • EAST HOSKING AVENUE 4. -SMARTY JONES WAY 5. , SPECTACULAR BID DRIVE 6. ° AFFIRMED WAY 7. FONSO AVENUE 8. • ALYSHEBA DRIVE 9. -PLEAS) NTLY PERFECT AVENUE 10. AGILE WAY 11. • WAR EMBLEM DRIVE 12. -WAR ADMIRAL DRIVE 13. ARISTIDES AVENUE 14. -THUNDER GULCH DRIVE 15. GALIANT FOX AVENUE 16. UNBRIDALED DRIVE 17. • SEATTLE SLEW DRIVE 18. COUNT FLEET WAY 19. -FUNNY CIDE DRIVE 20• - AFLEET ALEX WAY 21. EAST HOSKING AVENUE (STRIPING PLAN) 22. EAST HOSKING AVENUE (MEDIAN PLAN) NOTE: SIGN NUMBERS ARE FEDERAL CODES UNLESS OTHERWISE INDICATED BY (CA). (CA) INDICATES CALIFORNIA CODES. BENCH MARK SET: TOP OF MONUMENT AT UNION AVENUE AND BERKSHIRE ROAD U.S.G.S. BENCH MARK USED: TOP CALIF. DIV. OF HIGHWAYS BRASS CAP IN LH. 0 PANAMA LANE & UNION AVENUE PER K.C.S. PANAMA LANE 'AS BUILTS' TRACT 5851 ELEV. 361.36 U.S.G.S. LEGAL DESCRIPTION BEING A PORTION OF SECTION 32 T. 30 S., R. 28 E. RECORDED IN BOOK 6719 OF MAPS AT PG. 202 OF OFFICIAL RECORDS, M.D.M. IN THE UNINCORPORATED AREA OF THE COUNTY OF KERN, CITY OF BAKERSFlELD, STATE OF CALIFORNIA, PER THE OFFICIAL PLAT APPROVED BY THE SURVEYOR GENERAL, RECORDED JANUARY 28, 1868 VICINITY MAP N.T.S. �- N NEW LOCATION OF LIFT STATION -- SCALE. 11' = 200' KEY MAP ORDER DER IN WHICH UNIT LL BE CONSTRUCTED. NOTE : UNITS 1 - 2 TO BE CONSTRUCTED SIMULTANEOUSLY PRIVATE ENGINEERS NOTICE TO CONTRACTORS THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ���o�<;DULY ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS: TO THE BESTS ` g OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THIS MAP. ?"v E.,'''''j, ®a s s �?EC D DIRAW THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE �d 5,�,3 Y: , f/ UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THISC T.v- "S B DRAWING. Exp.9-303-17 '' ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF ANY SUCH ` .. 'c INFORMATION INFORMATION OR DATA. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO WORKING DAYS PRIOR TO CONST- RUCTION. 1-800-227-2600 X 4"ILl- -tt G 33/ 4t-1 On/G Y ENGINEER'S STATMENT; "RECORD DRAWING* I HEREBY STATE THAT THESE PLANS AND SPECIFICATIONS COMPLY WITH CORRECTIONS BY: /� CITY OF BAKERSFlELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA, AND THAT THEY INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVI- SORY AGENCY OR OTHER REVIEW BOARD. DATE --g - -e, I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STAN- - DARDS, AND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION. �', �_ /V'/7' c ROBERT E. SMITH DATE R.C.E. 35473 EXP. 9-30-07 NOTE: SEE SHEET TWO FOR ALL NOTES 9, OFESSION� E. w No. 35473 * 9/30/07 CIVIL OF C AL'11 -- ---- --------- 24 25 26 27 28 29 30 31 32 33 23 Q I I 4 N SPECTACULAR SUMP 21 20 19 I¢I 39 38 37 36 35 34 LOT 3 15� N 16 17 18 IK 40 41 42 43 44 45 ,Q. 14 _ -�- = 13 4 � AL DRIVE stt" sumer a fl / j I ! 46 12 I { I 47 11 10I< I! 48 f y 49 \ a j AGILE WAY s r sir 10 ----- 50 g c� } 51 8 i SII 7 1 I 52 1I 6 1 ! _ —/ 53 Ll WAR ADMIRAL DRIVE --- sEE sr�r 12 ` \ 4 3 �2 1 59 58 57 56 55 54 UW CE w lm Too owl Imu 4 3 2 1 w ® 64 63 62 1 61 60 0 w 5 THUNDER GULCH DRIVE— _ W 5417 14 ! 6 7 8 9 10 54 55 56 57 5a 59 I o 1 Z 13 12 11 I 53 52 51 50 49 48 14 15 _ l i UNBRIDALED DRIVE Rf sir 16 / 16 � f � � 33 q � 17 32 17 31 18 z 30 COUNT FLEET WAY S �r 18 4 _ 29 19 20 21 22 23 24 r 25 26 27 28 a� I I 81 HOSKING ROAD 84 1 86 j PROJECTo 80 N 78 SITE 76 = � 74 Q = EAST PANAMA ROAD o CD � � O 0 ~o U DI GIORGIO ROAD VICINITY MAP N.T.S. �- N NEW LOCATION OF LIFT STATION -- SCALE. 11' = 200' KEY MAP ORDER DER IN WHICH UNIT LL BE CONSTRUCTED. NOTE : UNITS 1 - 2 TO BE CONSTRUCTED SIMULTANEOUSLY PRIVATE ENGINEERS NOTICE TO CONTRACTORS THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ���o�<;DULY ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS: TO THE BESTS ` g OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THIS MAP. ?"v E.,'''''j, ®a s s �?EC D DIRAW THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE �d 5,�,3 Y: , f/ UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THISC T.v- "S B DRAWING. Exp.9-303-17 '' ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF ANY SUCH ` .. 'c INFORMATION INFORMATION OR DATA. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO WORKING DAYS PRIOR TO CONST- RUCTION. 1-800-227-2600 X 4"ILl- -tt G 33/ 4t-1 On/G Y ENGINEER'S STATMENT; "RECORD DRAWING* I HEREBY STATE THAT THESE PLANS AND SPECIFICATIONS COMPLY WITH CORRECTIONS BY: /� CITY OF BAKERSFlELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA, AND THAT THEY INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVI- SORY AGENCY OR OTHER REVIEW BOARD. DATE --g - -e, I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STAN- - DARDS, AND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION. �', �_ /V'/7' c ROBERT E. SMITH DATE R.C.E. 35473 EXP. 9-30-07 NOTE: SEE SHEET TWO FOR ALL NOTES 9, OFESSION� E. w No. 35473 * 9/30/07 CIVIL OF C AL'11 -- ---- --------- 24 25 26 27 28 29 30 31 32 33 23 Q I I 4 N SPECTACULAR SUMP 21 20 19 I¢I 39 38 37 36 35 34 LOT 3 15� N 16 17 18 IK 40 41 42 43 44 45 ,Q. 14 _ -�- = 13 4 � AL DRIVE stt" sumer a fl / j I ! 46 12 I { I 47 11 10I< I! 48 f y 49 \ a j AGILE WAY s r sir 10 ----- 50 g c� } 51 8 i SII 7 1 I 52 1I 6 1 ! _ —/ 53 Ll WAR ADMIRAL DRIVE --- sEE sr�r 12 ` \ 4 3 �2 1 59 58 57 56 55 54 UW CE w lm Too owl Imu 4 3 2 1 w ® 64 63 62 1 61 60 0 w 5 THUNDER GULCH DRIVE— _ W 5417 14 ! 6 7 8 9 10 54 55 56 57 5a 59 I o 1 Z 13 12 11 I 53 52 51 50 49 48 14 15 _ l i UNBRIDALED DRIVE Rf sir 16 / 16 � f � � 33 q � 17 32 17 31 18 z 30 COUNT FLEET WAY S �r 18 4 _ 29 19 20 21 22 23 24 r 25 26 27 28 a� I I 81 82 g3 84 85 86 87 80 79 78 77 76 75 74 -� 67 68 69 70 71 72 73 V► J 66 65 64 63 62 61 60 41 42 43 44 45 46 47 � 40 39 38 37 36 35 34 DISTANCE OF CENTERLINE: ARTERIAL = 1,119.1 L.F. LOCAL = 8,264.88 L.F. REVIEWED BY: TRAFFIC ENGINEER: Zo Q�__w_� REVIEWED BY: TANT PUBLIC WORKS DIRECTOR APPROVED BY: RAUL M. ROJAS RCE 39880 EXP. 12-31-07 PUBLIC WORKS DIRECTOR CITY OF BAKERSFlELD TRACT No. 6331 — UNITS 1-2 STREET PLANS & PROFILES .!/fes SmlthTech jnj USA INCORPORATED THE HABERFELDE BUILDING 1424 17TH STREET BAKERSFIELD,CA 93301 (661) 327-8492 FAX 327-8493 ROBEIK RT E. Sti1fTN INCE 35473 6/ JOB N0. — 04-103 -SHEET 1 - OF %?� 41 42 43 44 45 46 47 � 40 39 38 37 36 35 34 DISTANCE OF CENTERLINE: ARTERIAL = 1,119.1 L.F. LOCAL = 8,264.88 L.F. REVIEWED BY: TRAFFIC ENGINEER: Zo Q�__w_� REVIEWED BY: TANT PUBLIC WORKS DIRECTOR APPROVED BY: RAUL M. ROJAS RCE 39880 EXP. 12-31-07 PUBLIC WORKS DIRECTOR CITY OF BAKERSFlELD TRACT No. 6331 — UNITS 1-2 STREET PLANS & PROFILES .!/fes SmlthTech jnj USA INCORPORATED THE HABERFELDE BUILDING 1424 17TH STREET BAKERSFIELD,CA 93301 (661) 327-8492 FAX 327-8493 ROBEIK RT E. Sti1fTN INCE 35473 6/ JOB N0. — 04-103 -SHEET 1 - OF %?� DISTANCE OF CENTERLINE: ARTERIAL = 1,119.1 L.F. LOCAL = 8,264.88 L.F. REVIEWED BY: TRAFFIC ENGINEER: Zo Q�__w_� REVIEWED BY: TANT PUBLIC WORKS DIRECTOR APPROVED BY: RAUL M. ROJAS RCE 39880 EXP. 12-31-07 PUBLIC WORKS DIRECTOR CITY OF BAKERSFlELD TRACT No. 6331 — UNITS 1-2 STREET PLANS & PROFILES .!/fes SmlthTech jnj USA INCORPORATED THE HABERFELDE BUILDING 1424 17TH STREET BAKERSFIELD,CA 93301 (661) 327-8492 FAX 327-8493 ROBEIK RT E. Sti1fTN INCE 35473 6/ JOB N0. — 04-103 -SHEET 1 - OF %?� NOTES.- 1. OTES: 1. 24 HOUR NOTICE WILL BE REQUIRED FOR TESTS AND INSPECTIONS. 2. ALL COMPACTION TESTING SHALL BE THE RESPONSIBILITY OF THE DEVELOPER AND SHALL BE PROVIDED BY THE ENGINEER, NUMBER AND LOCATION OF THE COMPACTION TESTS SHALL BE DETERMINED BY THE CITY ENGINEER OR HIS AUTHORIZED AGENT. 3. AN "S' SHALL BE STAMPED ON FACE OF CURB INDICATING LOCA- TION OF SEWER LATERAL 4 PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE 326-3049 5. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ALL UNDERGROUND IMPROVEMENTS, WITHIN THE AREA OF THE STREET RIGHT OF WAY, HAVE BEEN COMPLETED PRIOR TO THE START OF ANY CONSTRUCTION OF PAVING. 6. WITH THE EXCEPTION OF THOSE ON RETURNS, STREET SIGNS AND STREET LIGHTS SHALL BE INSTALLED AT THE EXTENSION OF THE LOT LINE WHERE THEY HAVE BEEN INDICATED ON THESE PLANS. THE CONTRACTOR SHALL ENSURE THAT ALL LIGHTS & SIGNS ARE PROPERLY INSTALLED. 7. SIGN PANELS SHALL BE MOUNTED ON POSTS WITH HAWKINS M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR EQUAL ROADSIDE SIGNS INSTALLED PER STD. T-19 SHALL BE LOCATED WITHIN SIDEWALK 6' FROM BACK. 8 ASPHALT CONCRETE: (TYPE B). 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 STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. 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 REQUIRE- MENTS OF SECTION 39-202, "AGGREGATE," OF THE STANDARD SPECIFICATIONS FOR 3/4" MAXIMUM, MEDIUM GRADING. 9. ANY TRENCHING TO BE CONDUCTED WITHIN THIS PROJECT SHALL BE BACKFILLED AND COMPACTED PER CITY STANDARD ST -22 10. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT PRIOR TO ANY WORK BEING PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEERS ESTIMATE FOR WORK PERFORMED WITHIN THE RIGHT-OF-WAY AND INSURANCE SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. AGGREGATE FOR TYPE "B" ASPHALT CONCRETE SHALL CONFORM TO THE REQUIREMENTS FOR THREE-FOURTHS (3/4) INCH MAXIMUM, MEDIUM GRADING, AS SPECIFIED IN SECITON 39-2.02, 'AGGREGATE", OF THE STANDARD SPECI- FICATIONS. WHEN DIRECTED BY THE CITY ENGINEER, AGGREGATE CONFORMING TO ANY OF THE GRADING REQUIREMENTS IN SECTION 39-2-.02, "AGGREGATE", OF THE STANDARD SPECIFICATIONS SHALL BE USED TO SURFACE INTERSECTIONS, TA- PERS AND OTHER AREAS WHERE THIN LAYERS OF ASPHALT CONCRETE ARE BEING CONSTRUCTED. ASPHALT BINDER FOR TYPE A (MODIFIED) ASPHALT CONCRETE SHALL BE AR -8000 VISCOSITY GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. ASPHALT BINDER FOR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL BE AR -4000 VISCOSITY GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. THE ASPHALT BINDER SHALL CONFORM TO THE REQUIREMENTS IN THE TABLE FOR 'STEAM -REFINED PAVING ASPHALTS IN SECTION 92-1.02, 'GRADES", OF THE STANDARD SPECIFICATIONS. THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATE SHALL BE DETERMINED BY THE CONTRACTOR IN ACCORDANCE WITH CALIFORNIA TEST METHOD 367 USING SAMPLES OF MATERIALS PROPOSED FOR USE IN THE WORK. THE AMOUNT OF ASPHALT BINDER SHALL BE APPROVED BY BY THE ENGINEER. AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE ENGINEERS REVIEW AND APPROVAL: A. A LIST OF AGGREGATE AND ASPHALT SOURCES. B. DOCUMENTATION VERIFYING THAT THE AGGREGATES TO BE INCORPORATED IN THE WORK CONFORM TO THE REQUIREMENTS OF SECTION 39-2.02, 'AGGREGATE" OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MATERIAL SIEVE ANALYSIS AND SAND EQUIVALENT TEST RESULTS SHOULD NOT BE OLDER THAN SIX (6) MONTHS ALL OTHER TESTS RESULTS SHOULD NOT BE OLDER THAN ONE (1) YEAR. C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE WITH THE CALIFORNIA TEST 367. LABORATORY TEST RESULTS ON WHICH THE DESIGN IS BASED SHALL BE SUBMITTED WITH THE MIX DESIGN ALONG WITH THE THEORETICAL MAXIMUM DENSITY OF THE DESIGN MIXTURE AS DETERMINED BY ASTM D-2041. THE ASPHALT CONCRETE MIX SHALL MEET THE REQUIREMENTS OF SECTION 39-2.02, 'AGGREGATE,' OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. IF THE DATA SUBMITTED SHOWS THAT THE MATERIALS ARE SUBSTANTIALLY THE SAME AS WHEN THE DESIGN WAS PREPARED, THE DESIGN MAY BE UP TO THREE (3) YEARS OD. THE DEVELOPER SHALL BEAR ALL COSTS ASSOCIATED WITH THE ASPHALT CONCRETE MIX DESIGN. Drawing File: FR6331STR 08/18/06 WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO EXISTING PAVED SURFACES, THE EXISTING PAVEMENT SHALL BE SAW CUT. A PRIME COAT WILL NOT BE REQUIRED ON NON -PAVED AREAS TO BE SURFACED PRIOR TO THE PLACEMENT OF ASPHALT CONCRETE, HOWEVER, ALL OTHER REQUIREMENTS OF SECTION 39-4.01, 'SUBGRADE" OF THE STANDARD SPECIFICATIONS SHALL BE MET. THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO PUBLIC TRAFFIC. CARE SHALL BE TAKEN TO AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING PAVEMENT SURFACE BEYOND THE LIMITS OF CONSTRUCTION. PAVING JOINTS SHALL MATCH STRIPE LOCATIONS UNLESS OTHERWISE PERMITTED BY THE ENGINEER. INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE ENGINEER. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED AT ROAD CONNECTIONS AND PRIVATE DRIVES, WHERE SHOWN ON THE PLANS AND AS DIRECTED BY THE ENGINEER, AND HAND RAKED, IF NECESSARY, AND COMPACTED TO FORM SMOOTH, TAPERED CONNECTIONS. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS 0.15 FOOT OF LESS, PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT, AT THE END OF EACH WORK SHIFT, THE LENGTH OF PAVEMENT ALONG THE LONGITUDINAL DROP-OFF BETWEEN ADJACENT LANES IS NOT GREATER THAN THAT WHICH CAN BE SURFACED DURING THE FOLLOWING SHIFT OF NORMAL PAVING OPERATIONS. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS MORE THAN 0.15 FOOT, PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT THE LAYER OF ASPHALT CONCRETE IS PLACED ON ALL CONTIGUOUS LANES OF THE TRAVELED WAY BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. AT THE END OF EACH WORK SHIFT, THE DISTANCE BETWEEN THE ENDS OF A LAYER OF ASPHALT CONCRETE ON ADJACENT LANES SHALL NOT BE GREATER THAN 10 FEET. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP-OFFS CSI EACH LANE AND ALONG THE LONGITUDINAL DROP-OFF BETWEEN ADJACENT LANES. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TQ FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM 92 PERCENT OF THE MAXIMUM THEORETICAL DENSITY AS DETERMINED BY ASTM D-2041. IN-PLACE DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 375. IF THE IN-PLACE DENSITY OF ANY LOT OF ASPHALT CONCRETE IS LESS THAN 92 PERCENT OR GREATER THAN 94 PERCENT OF THE MAXIMUM THEORETICAL DENSITY, THE CONTRACTOR WILL BE ADVISED THAT THE REQUIRED RELATIVE COMPACTION IS NOT BEING ATTAINED AND THAT THE MATERIALS OR PROCEDURES OR BOTH, IF NEEDED, NEED ADJUSTMENT. ASPHALT CONCRETE SPREADING OPERATIONS SHALL NOT CONTINUE UNTIL THE CONTRACTOR HAS NOTIFIED THE CITY ENGINEER OF THE ADJUSTMENT THAT WILL BE MADE IN ORDER TO MEET THE REQUIRED COMPACTION. IF ANY SUCCESSIVE TEST AFTER NOTICE IS GIVEN DOES NOT MEET THE SPECIFIED RANGE, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT MEETS THE IN-PLACE DENSITY REQUIREMENTS. IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE COMPACTION IS EITHER LESS THAN 90% OR MORE THAN 96% , THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT DOES MEET THE IN-PLACE DENSITY REQUIREMENT. THE CORRECTIVE WORK SHALL BE AT THE DEVELOPERS EXPENSE IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE TOLERANCES, IT SHALL BE BROUGHT WITHIN TOLERANCE BY EITHER: (1) ABRASIVE GRINDING WITH EQUIPMENT UTILIZING DIAMOND BLADES, (2) REMOVAL AND REPLACEMENT, OR (3) PLACEMENT OF AN ASPHALT CONCRETE OVERLAY. THE METHOD WILL BE SELECTED BY THE ENGINEER. THE CORRECTIVE WORK SHALL BE AT THE DEVELOPER'S EXPENSE. IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO SPECIFIED SURFACE TOLERANCES, ADDITIONAL GRINDING SHALL BE PERFORMED, AS NECESSARY, TO ENLARGE THE GRINDING AREA SO THAT THE LONGITUDINAL LIMITS OF GRINDING ARE AT A CONSTANT OFFSET FROM, AND ARE PARALLEL TO, THE NEAREST LANE LINE OR PAVEMENT EDGE, AND THE TRANSVERSE LIMITS OF (MINDING ARE NORMAL TO THE PAVEMENT CENTERLINE. ALL GROUND AREAS SHALL BE NEAT RECTANGULAR AREAS OF UNIFORM SURFACE APPEARANCE. ABRASIVE GRINDING SHALL CONFORM TO THE REQUIREMENTS IN THE FIRST PARAGRAPH AND THE LAST FOUR PARAGRAPHS OF SECTION 42-2.02, "CONSTRUCTION,' OF THE STANDARD SPECIFICATIONS. A FOG SEAL COAT SHALL BE APPLIED TO ALL FINISHED ASPHALT SURFACES AT THE DEVELOPER'S EXPENSE THE FOG SEAL COAT SHALL BE EITHER ASPHALT REJUVENATING AGENT OR ASPHALTIC EMULSION AS DIRECTED BY THE ENGINEER. BASE MATERIAL IN ARTERIAL AND COLLECTOR ROADBEDS SHALL MEET THE SPECIFICATIONS FOR CLASS 2 AGGREGATE BASE (CL 2 AB) CONFORMING TO SECTION 26 OF THE STATE STANDARD SPECIFICATIONS, LATEST EDITION; HOWEVER, NO RECYCLED OR RECLAIMED MATERIAL WILL BE ALLOWED. BASE MATERIAL IN LOCAL ROADS SHALL BE EITHER CL 2 AB OR CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200-2.4 OF THE 'GREENBOOK". TRACT No. 6331 UNITS 1-2 CONSTRUCTION PLANS STREET PLANS AND PROFILES TYPE "M-1" MEDIAN CURB PER C.O.B. STD. DWG. S-36. TYP. (TO BE BUILT BY OTHERS) Ex. E. P, REMOVE AND RECONSTRUCT 60'-70'** 15'** i SAWCUT 1' & MATCH EP. 51'-65'** i 15'± EXIST. 15'± EXIST. 36'-46'** PAVEME�NI r �� -r- PAVEMENT I I I irlll=1111 III -III__ �� _ 3.q%Mnx�,� FUTURE -11 I j-111=1ti_111_ _ r TO BE CONSTRUCTED AT A LATER :Ziff I n E IDATE BY OTHERS LIMIITSG =TBELW 0.45' A.C. PAVING VER 0.75' 3' NAT. GROUND COMPACTED 3T REMOVE & RECONSTRUCT EXIST. PAVING 95% MAX. DENSITY. R/W lMii Is -k 6' BLOCKWALL TYP. CONST. TYPE 'A2-150" CURB _& GUTTER COMB. SIDEWALK PER CALTRANS STD A-87 N.T.S. PLATE S-27 - REVISED HOSKING ROAD - 60 R/W AT STATION 15+03.11 - 21+18.16 ARTERIAL STREET T.I. 8.5 R-VAL 8 .45' A.C. OVER 1.50' C.A.B. OVER .55' 95% COMP. O.G. f45- jm/G f 7-, #. (,, 3 3/ /1.Z OIWLi ,FEC <) DRAM - �ir �' Cc�CT�S Y: E. N�.3Kn.73 Exp.9-30-;7 R/W FL I. 10' ** 20!** 20'** 2.1 1 4" PER. FT.I , 2% MIN. 22.' MIN. III CONST. TYPE 'B" CURB & GUTTER III WITH 4.5' STANDARD TYPE SIDEWALK PER CITY STANDARD ST -3 I CROSS SECTION - 60 R/W PLATE ST -11 N.T.S. TYPE -"A" LOCAL STREET T.I. 4.5 R-VAL 8 .25' A.C. OVER .63' C.A.B. OVER .50' 95% COMP. O.G. z w R/W FL ** PAD o 20' 10' - 12' 30' w o EXISTING ` 2:1 1/4` PER. 2 w 2' LIII=111 il' —lII=III=III=III=III n.a�=III= .3' BELOW FL As-aul�rr�. 4331 Y-1 �,vGy "RECORD DRAWING. CORRECTIONS RAWIT - CORRECTIOIVS BY:� DATE_/ -o 4gOFESSIpN E. C-1 No. 35473 9/30/07 �a9CI V I1- pF CALLv4 CROSS SECTION - 60 R/W CITY OF BAKERSFIELD PLATE S-27 - REVISED N.T.S. TYPE "A" LOCAL STREET T. 1. 4.5 R -- VA L 8 .25' A.C. OVER .63' C.A.B. OVER .50' 95% COMP. O.G. FE R/W 10'** 1/4' PER. FT. 2:1 TYP. m NOTES: MAXIMUM CROSS FALL TO LOW GUTTER SHALL BE 0.5' * SLOPE FROM HIGH GUTTER ** SEE PLAN SHEETS TRACT No. 6331 — UNITS 1-2 STREET PLANS & PRQFii.F.S SmithTech;kUSA INCORPORATED HABERFELDE BUILDING 1424 17TH STREET BAKERSFIELD, CALIFORNIA 93301 (661) 327-8492 FAX 327-8493 1110, ROBERT E. SMITH . _RCE 35473 DATE JOB NO. - 04-108 SHEET 2 OF 22 SHEETS I NOTES: 0 FUTURE INTERCONNECT CONDUIT AND PULL BOXES. INSTALL ONE - 2" SCHEDULE 40 PVC CONDUIT UNDER SIDEWALK WITH #5 PULL BOXES EVERY 400. CONDUIT AND PULL BOXES TO BE PLACED BRIOR TO PLACEMENT OF AGG. BASE. (SEE SHEET 21 FOR INTERCONNECT DETAIL) ®FOR FOR FUTURE IRRIGATIONS LINES INSTALL ONE - e SCHEDULE 40 CURVE DELTA TANGENT SLEEVE, AND FOR FUTURE ELECTRICAL LINES , INSTALL ONE ! I 353 - - ---- -- 352 351 ------------ 350 3" SCHEDULE 40 PVC SLEEVE. SLEEVES TO BE PLACED ! ! 35 35 ! 47.08' PRIOR TO PLACEMENT OF AGG. BASE. ( 30.48' 30.00' (SEE LANDSCAPE PLANS FOR ADDITIONAL INFO.) 3 89'05'30" 0 12' LIMIT LINE AND ALL OTHER PAINTED MARKINGS ! 4 90'04'55" ! w/THERMOPLASTIC PAINT PER CAL -TRANS 30.00' 47.17' STD. SPEC. 8010-21C-19 Lu No. 35473 rn ® EX. POLES TO BE RELOCATED STD, STREET LIGHT - 9500 LUMEN PER COB STD ST -14 BY DEVELOPER (TYP.) } MAIN PRIOR TO PLACEMENT OF A.B. - - - - - - 9/30/07 O EXISTING UTILITIES TO BE RELOCATED - CITY STREET NAME SIGN PER COB STD T-1 a STD, `V PRIOR TO PLACEMENT OF A.B. - - Noo © - - - SAWCUT 1' AND MATCH EX. PAVEMENT STD. VHEEL CHAIR RAMP PER CLU.STD, ST -19 AND AS DIRECTED BY CITY ENGINEER , STREET SCALE: H ORI Z. 1 "= 50' VERT. 1 to = 2' FLOWLINE CURVE DATA I , s l t j , CURVE DELTA TANGENT RADIUS LENGTH 353 - - ---- -- 352 351 ------------ 350 --�--- } i 47.08' i -�--- 30.48' 30.00' ---;-- 3 89'05'30" 29.53' 30.00' 46.65' 4 90'04'55" 30.04' 30.00' 47.17' i t Lu No. 35473 rn Mw ROBERT E. SMITH RCE 35473 DATE STD, STREET LIGHT - 9500 LUMEN PER COB STD ST -14 T YR } MAIN i r , , FLOWLINE CURVE DATA STATION CURVE DELTA TANGENT RADIUS LENGTH 1 89'55'05" 29.96' 30.00' 47.08' 2 90'54'30° 30.48' 30.00' 47.60' 3 89'05'30" 29.53' 30.00' 46.65' 4 90'04'55" 30.04' 30.00' 47.17' BAY TAPER STATION FROM 11+13.41 51.00 11+23.38 51.16 11+33.35 51.62 11+43.31 52.41 11+53.29 53.49 11+73.28 55.99 11+93.29 58.49 12+03.31 59.59 12+13.35 60.38 12+33.41 1 61.00 FUTURE MEDIAN TO -^^ 1_ -IN V NSTALL W1-6 (R) WITH HM1-3 MARKER QC W Lo Lo + " S N O Q rnQ 7� Q M IY NOTE: CONSTRUCT STREET SECTION PER TYPICAL cn m ARTERIAL STREET SECTION ON SHEET 2. UNIT 1 AND OFFSITE 10 11 12 13 14 LEGEND FROM 17+27.49 45.00 17+37.49 Q,aF ESS,oN 17+47.49 Z 17+57.49 C DRIVEVAY PER COB STD ST -4 AND T-12 ���`�o��R� E. sM'�ti co 50.00 • STD. CITY MONUMENT ENCASEMENT PER COB STD ST -13 CTO BE CONST. OR EXISTS AS NOTED -+- T YP. SEVER MAIN & MANHOLE TYPE 'A' PER COB STD SV -4 Lu No. 35473 rn Mw ROBERT E. SMITH RCE 35473 DATE STD, STREET LIGHT - 9500 LUMEN PER COB STD ST -14 T YR SEVER MAIN & CLEANOUT PER COB STD SV -6 9/30/07 N + STD, CITY STREET NAME SIGN PER COB STD T-1 a STD, STREET LIGHT - 2200 LUMEN PER COB STD S-31 AV, 633/ STD. VHEEL CHAIR RAMP PER CLU.STD, ST -19 AND + STD. STREET NAME SIGN ('METRO) PER COB STD T-1 OF CAt-� �;>`-�l�l,,iTR. R_ CORD DRAWING" AS REVISED CAL TRANS STD ST-A88A C-QiIRECTIONS BY: /.04� FUTURE MEDIAN TO -^^ 1_ -IN V NSTALL W1-6 (R) WITH HM1-3 MARKER QC W Lo Lo + " S N O Q rnQ 7� Q M IY NOTE: CONSTRUCT STREET SECTION PER TYPICAL cn m ARTERIAL STREET SECTION ON SHEET 2. UNIT 1 AND OFFSITE 10 11 12 13 14 C5 1 1 1 1 1 1a o SEE SHEET NUMBER 21 FOR STRIPING PLAN. SEE SHEET NUMBER 22 FOR MEDIAN PLAN. 15 16 -EXEP r-. SEE F'ARAHUM BAY TAPER n TABLE BAY TAPER STATION FROM 17+27.49 45.00 17+37.49 Z 17+47.49 Z 17+57.49 46.417- 6.4117+67.49 LL_ ±m 17+87.49 50.00 18+07.49 5250 18+17.49 C5 1 1 1 1 1 1a o SEE SHEET NUMBER 21 FOR STRIPING PLAN. SEE SHEET NUMBER 22 FOR MEDIAN PLAN. 15 16 -EXEP r-. SEE F'ARAHUM BAY TAPER n TABLE BAY TAPER STATION FROM 17+27.49 45.00 17+37.49 45.16 17+47.49 45.62 17+57.49 46.417- 6.4117+67.49 17+67.49 47.50 17+87.49 50.00 18+07.49 5250 18+17.49 53.59 18+27.49 54.38 18+47.49 55.00 17 18 19 20 F= INSTALL W1-6 WITH UM1-3 MARKER --------------------------- jj DETA� IL --� SHEET 21 - 353 352 351 350 21 ® I i I i I I i I I , i Lo j M I N CID V m - ---- -gyp -- - ----; �y - - --- ---- - - -- --- - ----- } m ; � o r 7 I i , - --- F ------ --- -j - --- -- --� ----- ---------------- f i i �� V���✓Vit i ---------t------ ---- ----i --- ------------ --i-------T-Y--e--t--R-p--a-- _ -- � 63t= - _} - STT _PIAN_ ---' EAST-H-05KING SHEET' 3 OF 22 I I w � 3 CNCD Lc) Z c t 10 20 10101 m Ii 11-1 SEE SHEET 7 U� Mw U-� W rn o N W i AV, SHEETS 0 O - 353 352 351 350 21 22 i I i I I i I I , i Lo j M I N CID V m - ---- -gyp -- - ----; �y - - --- ---- - - -- --- - ----- } m ; � o r 7 I i , - --- F ------ --- -j - --- -- --� ----- ---------------- f i i �� V���✓Vit i ---------t------ ---- ----i --- ------------ --i-------T-Y--e--t--R-p--a-- _ -- � 63t= - _} - STT _PIAN_ ---' EAST-H-05KING SHEET' 3 OF 22 I i AV, SHEETS - 353 352 351 350 �.�-� /Z " Z11n1T LINE lw2) Ae-G o rhiCle / 141,41 v k1' 7_Yr1e^9A1h_ ;rte P,4/•vT P� /{ Ci��7"/IA•vs ISTD.-r4,C4. f,014' SCALE: H ORI Z. 1 " = 50' VERT. 1 of = 2' 351 350 �---- -- - --- — - 349 �------- -- -- ' -------�- t I 348 ------ - -----�--- _-. - I i 1 i i 352 -- --- —4- —,---- _y I } 3511 I — 350 �-----�- 349 1 348 �------- - -- --- -- — -- — ----- — - --— 1 s 1 i :A cs Go o J Mp Q) '" _ M Z U CL u') to l m o000 MI CD CY = Z r -: o 6" ± m - Q cc m CD A SEE SHEET 3 a N 2 2 2 3 34 30 w�-� N� �,`- 24 SUMP �W)� �� ✓ox�ti Fl- �* - o ti ro js��. R�W Z o z w W 15 l �� t�9 c? F co J L SEE SEWER PLANSp 00 V, FOR LIFT STATION 12 SEWER O3 DETAILS" LZQAO 21 A,x�4' S 013812 W 1 12 p� FL c14 EP N 16 27'13" E O 5 w © O WITH 11MI-3IMARKER 22DW _ � R/W CONST TYPE B" CURB & GUTTER I W WTH 4.5 COMB. 000 N SIDEWALK-TYP. ft 22'w U)cv w 25 ��' ( 1 50.56 N 09'23'29" W N cq PRC FL 349.50 O 20 1 J '� ''' SEE SHEET 3 2 BC GB FL 349.40 M SEE SHEET 5 Z Q mW m w O Z o S _ Qo 0 + + Q Q (/-) an - NOTE: CONSTRUCT STREET SECTION PER TYPE "A° LOCAL STREET SECTION ON SHEET 2. SHA R TY JONES XA Y UNIT 1 4g,OFESSI pN� E. w No. 35473 ` 9/30/07 CIVIL xj OF CAL0 LEGEND ROBERT E. SMITH RCE 35473 e FLOWLINE CURVE DATA ST -13 CURVE DELTA RADIUS LENGTH TANGENT 10 22'25'35" 35.00' 13.70' 6.94' �2 134'51'11° 84.00' 197.70' 202.06' 3 22'25'35° 35.00' 13.70' 6.94' ® 90'04'55' 30.00' 47.17' 30.04' 05 90'47'10' 30.00' 47.54' 30.41' © 90'00'00° 20.00' 31.42' 20.00' �.�-� /Z " Z11n1T LINE lw2) Ae-G o rhiCle / 141,41 v k1' 7_Yr1e^9A1h_ ;rte P,4/•vT P� /{ Ci��7"/IA•vs ISTD.-r4,C4. f,014' SCALE: H ORI Z. 1 " = 50' VERT. 1 of = 2' 351 350 �---- -- - --- — - 349 �------- -- -- ' -------�- t I 348 ------ - -----�--- _-. - I i 1 i i 352 -- --- —4- —,---- _y I } 3511 I — 350 �-----�- 349 1 348 �------- - -- --- -- — -- — ----- — - --— 1 s 1 i :A cs Go o J Mp Q) '" _ M Z U CL u') to l m o000 MI CD CY = Z r -: o 6" ± m - Q cc m CD A SEE SHEET 3 a N 2 2 2 3 34 30 w�-� N� �,`- 24 SUMP �W)� �� ✓ox�ti Fl- �* - o ti ro js��. R�W Z o z w W 15 l �� t�9 c? F co J L SEE SEWER PLANSp 00 V, FOR LIFT STATION 12 SEWER O3 DETAILS" LZQAO 21 A,x�4' S 013812 W 1 12 p� FL c14 EP N 16 27'13" E O 5 w © O WITH 11MI-3IMARKER 22DW _ � R/W CONST TYPE B" CURB & GUTTER I W WTH 4.5 COMB. 000 N SIDEWALK-TYP. ft 22'w U)cv w 25 ��' ( 1 50.56 N 09'23'29" W N cq PRC FL 349.50 O 20 1 J '� ''' SEE SHEET 3 2 BC GB FL 349.40 M SEE SHEET 5 Z Q mW m w O Z o S _ Qo 0 + + Q Q (/-) an - NOTE: CONSTRUCT STREET SECTION PER TYPE "A° LOCAL STREET SECTION ON SHEET 2. SHA R TY JONES XA Y UNIT 1 4g,OFESSI pN� E. w No. 35473 ` 9/30/07 CIVIL xj OF CAL0 LEGEND ROBERT E. SMITH RCE 35473 e STD. CITY MONUMENT ENCASEMENT PER COB STD ST -13 (TO BE CONST. OR EXISTS AS NOTED) STD, STREET LIGHT - 9500 LUMEN PER COB STD ST -14 + STD. CITY STREET NAME SIGN PER COB STD T-1 + STD. STREET NAME SIGN (METRO) PER COB STD T-1 l� STD, WHEEL CHAIR RAMP PER C R.B, STD, ST -19 AND AS REVISED CAL TRANS STD S T-A88A + C DRIVEWAY PER COB STD ST -4 AND T-12 -�- TYP, SEVER MAIN & MANHOLE TYPE 'A' PER COB STD SV -4 �- TYP. SEVER MAIN & CLEANOUT PER COB STD SV -6 T TYP. TYPE 'A' CATCH BASIN PER COB STD D-14 -4 TYP, STORM DRAIN & MANHOLE TYPE 'A' PER COB STD SV -4 sD. TYP. STORM DRAIN & MANHOLE TYPE 'A' PER COB STD SV -4 10 11 12 13 i I j 0 409X h1 �� SIF N, - ---- -- ---- - - --r 13�7 +� 0 +ass o ac M M CD - ---------------- --- --�-- -- -- ---- �-------- -- -- ------- OR w — — �13.T� Lu v -- ---- ----- o� .r c� -- --- - ---- -- ---- - - --; -- - - - -r ---- — -- -- ---- ---- M CD ac CL WE Fit w J n I I . GROUND Q CL _ — - — ---------- - - - M j Mfn CD W G� r7to- ---- -- - ---- - ------ --- -- --- ---- r7 - - ---------- -- - - - . + t r EU-) -- - L U41 f All C> cs C4 — __ _ _ ----- — — ---- ------ -- — — — ---- — --RAS' T i — --- -- — — — — ----- REST—f -I SHEET DATE L a WWAIJJiv OF 22 S EETS 352 351 350 _349 348 352 351 350 349 348 350 349 348 347 350 349 348 347 0 SCALE: HORIZ. 1" = 50' VERT. 1" = 2' SUMP—\ SEE SEWER PLANS FOR SUMP DETAILS. A 3 8 RAW I 37 ����,��� I 36 A 35 A 3 0 N 0 O A A o to O M M SEE SHEET 6 M MM Q)-' STD, ce W i0 REVISED CAL TRANS STD ST -4884 LJi FLOWL.INE CURIE DATA O O M W SEWER MAIN & CLEANOUT PER COB STD SV -6 m m C.D rn CD W O !i o� 14 0. O d CURVE DELTA RADIUS LENGTH TANGENT „ � SEE SHEET 7 n 00 + 1 22'2535" 35.00' 13.70' 6.94' Ri -- N 02 134'51'11" 84.00' 197.70' 202.06' M Q �' 22'25'35' 35.00' 13.70' 6.94' L`rA E Q ® 90'00'00' 35.00' 54.98' 35.00' U SEE SHEET 4 , (3) 90'00'00' 20.00' 31.42' 20.00' 201120 CQ 10 0> ON SHEET 2. 4) 90100'00'#20.00' .00' 31.42' 20.00' BC FL 350.87 + Q7 90'00'00'.00' 31.42' 20.00' PRC FL 350.81 2 4 o� o 8 90'00'00' 31.42' 20.00' N 67'17'24" W 0 cK 9 + C 22� vw ♦ m A A SCALE: HORIZ. 1" = 50' VERT. 1" = 2' SUMP—\ SEE SEWER PLANS FOR SUMP DETAILS. A 39 A 3 8 RAW I 37 ����,��� I 36 A 35 A 3 0 N 0 O A A o to O M M SEE SHEET 6 M MM Q)-' STD, ce J i0 REVISED CAL TRANS STD ST -4884 LJi M N O O M W SEWER MAIN & CLEANOUT PER COB STD SV -6 m m C.D rn CD W O !i o� 14 0. O d STORM DRAIN & MANHOLE TYPE '4' PER COB STD SW -4 � 3 U LV A „ W SEE SHEET 7 n 00 + 90 + ± CURS Ri -- 10 30 33 M cc o of ON cri ON pr) VL W A L`rA E Q ----- + U LL---------- NOTE: CONSTRUCT STREET 0 o z CQ LOCAL STREET SECTION ON SHEET 2. 7 CA cD m + WITH OM1-32MARKER m - -- -- o� W A 39 A 3 8 RAW I 37 ����,��� I 36 A 35 A 3 0 N 0 O A A o to O 0 N o, ,ono N �' SEE SHEET 7 LEGEND C4 o vu cv�.I.Ky IIIv� o 53 ti R, + o ; Cj � M all SEE SHEET 6 M MM Q)-' STD, ce J i0 REVISED CAL TRANS STD ST -4884 LJi C DRIVEWAY PER COB STD ST -4 AND T-12 c. O O �-- W SEWER MAIN & CLEANOUT PER COB STD SV -6 m m C.D 3 CD W r1 o� 14 0. O d STORM DRAIN & MANHOLE TYPE '4' PER COB STD SW -4 � 3 U LV W Q U O m n 00 + 90 + ± CURS N -- C� M M cc o of ON cri ON pr) VL L`rA E Q ----- U LL---------- NOTE: CONSTRUCT STREET SECTION PER TYPE "A" LOCAL STREET SECTION ON SHEET 2. SPECTACULAR UNIT > 10 11 12 13 -I-------+--�-- M M SEE SHEET 7 LEGEND e � CITY MONUMENT ENCASEMENT PER COB STD ST -13 W (TO m Cj STD, STREET LIGHT - 9500 LUMEN PER COB STD ST -14 all O U-5 STD, Z ♦ O LA- wil 15 1'6 I 352.16 vi . gvy ssio E. �� w No. 35473 9/30/07 �' ��4T�, oCIVIti����$~� F CAL ROBERT RCE 35473 D. seaa-11?/Z. G.7,3/ u--/ 10 "RECORD DAJ;WW C0AlRECMI!3 E3y: • � DATE_ _.21l DS ccCp I N �.J LO LEGEND e STD, CITY MONUMENT ENCASEMENT PER COB STD ST -13 • • • • (TO BE CONST, OR EXISTS AS NOTED) STD, STREET LIGHT - 9500 LUMEN PER COB STD ST -14 + STD, CITY STREET NAME S15N PER COB STD T-1 STD, WHEEL CHAIR RAMP PER CB. STD, ST -19 AND AS REVISED CAL TRANS STD ST -4884 C DRIVEWAY PER COB STD ST -4 AND T-12 -�- TYP. SEWER MAIN & MANHOLE TYPE W PER COB STD SV -4 �-- TYP. SEWER MAIN & CLEANOUT PER COB STD SV -6 -o- TYP. TYPE W CATCH BASIN PER COB STD D-14 -0- TYP. STORM DRAIN & MANHOLE TYPE %f PER COB STD SW -4 sn. TYP, STORM DRAIN & MANHOLE TYPE '4' PER COB STD SW -4 ccCp I N �.J LO SHEET 5,70F 22 - 350 349 - 348 - 347 350 348 - 347 —E D ---- IL � DRIB►- — SH ETS `�4 14Z -0.667% v r • • • • �r r • • � • • r -0:5 ON CURS — _ + .241% g-7.4 - ---- ---- - - ___ _ � 13.70 c .373X +0.5 - -- CURS - -- CL M M cc o of ON cri ON pr) VL L`rA ----- U LL---------- CA cD m m - -- -- o� W W ♦ m O CD —1-- - — ---------- ♦ cc -46 + --j -- - --- ---__- --- SHEET 5,70F 22 - 350 349 - 348 - 347 350 348 - 347 —E D ---- IL � DRIB►- — SH ETS `�4 14Z 191 83 �22'Dw1i Ps in 22' DW'" 84 SCALE: HORIZ. 1" = 50' VERT. 1 to = 2' FLOKINE CURVE DATA Q J CURVE DELTA RADIUS LENGTH TANGENT 0 90'00'00" 20.00' 31.42' 20.00' �2 90ro0100' 20.00' 31.42' 20.00' Q3 90'00'00" 20.00' 31.42' 20.00' ® 90'00'00' 20.00' 31.42' 1 20.00' 191 83 �22'Dw1i Ps in 22' DW'" 84 SCALE: HORIZ. 1" = 50' VERT. 1 to = 2' 19 vil CONST: TYPE 8' CURB & GUTTER WITH 4.5 COMB.SIDEWALK—TYP. 18" S.D. 40 I 39 A FFIRMED UNIT > 10 11 12 o W � M Q J o CITY MONUMENT ENCASEMENT PER COB STD ST -13 � CTO r�rrn co m Lu CL cni u5m N on ad CD SEE SHEET 5 }- J ti W W 1�N cd Q CD p C2 SEE SHEET 8 m p l~ Z �g 2011 PO Ill Q U-) 3 0 MO o M �' ^ w 55f LO C', 0 9 3Mp 18 C w o J Q +m ui0 C3 e- N Ico 19 vil CONST: TYPE 8' CURB & GUTTER WITH 4.5 COMB.SIDEWALK—TYP. 18" S.D. 40 I 39 A FFIRMED UNIT > 10 11 12 o W � M Q J STD. CITY MONUMENT ENCASEMENT PER COB STD ST -13 Cp 00220 CTO r�rrn m Lu CL cni u5m N on ad CD SEE SHEET 5 1 DII 2011 PO 11 N uj SEE SHEET 8co CD C DRIVEWAY PER CO STD ST -4 AND T-12 Q 5 5W W J V N T Q (� W U-) 3 0 MO o N s.D LO C', 0 7I w o J Q 19 vil CONST: TYPE 8' CURB & GUTTER WITH 4.5 COMB.SIDEWALK—TYP. 18" S.D. 40 I 39 A FFIRMED UNIT > 10 11 12 o � � M Q J STD. CITY MONUMENT ENCASEMENT PER COB STD ST -13 m N CTO 00� m Lu CL cni u5m N on ad CD SEE SHEET 5 1 DII 2011 PO 11 N uj SEE SHEET 5 CD C DRIVEWAY PER CO STD ST -4 AND T-12 Q 5 5W W J V N T Q (� TYPE 'A' CA TCH BASIN PER COB STD B-14 o^ o N s.D 93u)I STORM DRAIN & MANHOLE TYPE 'A' PER COB STD SV -4 0 7I 13 26 27 22' D oS os 22' DN 28 14 15 4gOFESS10 E. sI`�l 0.) w No. 35473 9/30/07 7� cI V I'� OF CALZ ROBERT E. SMITH RCE 35473 DATE 'RECORD 3FJXINUG" CORRECTIONS V. DATE -__2_ W r L E&END • STD. CITY MONUMENT ENCASEMENT PER COB STD ST -13 N N CTO 00� STD, C:) 00 00 M M 1 20� 0 1 ce G� SEE SHEET 5 CD C DRIVEWAY PER CO STD ST -4 AND T-12 Q m W J V N T Q (� TYPE 'A' CA TCH BASIN PER COB STD B-14 �- o �- s.D wo � m 13 26 27 22' D oS os 22' DN 28 14 15 4gOFESS10 E. sI`�l 0.) w No. 35473 9/30/07 7� cI V I'� OF CALZ ROBERT E. SMITH RCE 35473 DATE 'RECORD 3FJXINUG" CORRECTIONS V. DATE -__2_ 352 ---- --- — ---- - - ----- ----- -- - ___ - - ---- 352 351 �--_--- � — — — — — -� _ _.�_� ------ -------------- ------ ------ .� - ---- +----- ---- — __ __---- -- ---- -- - ----- ___ 350 349 ------ --- - --- ----------- - -- --- ----- ------ - - 349 -o.1arx-0-0-T7.4- 348 o � -- - ---- - - -- -- -- - --- - -- --- - — --- - - 348 �----- ---�- ---- - ---------------------- -- — ---- -- --- -- HN2 N M --LAJ - 48 F--- — M r7vr — — — WLIIVL 34 7 i 0 W �- - - ----- ------ -- -- ------ ------ --- - �--- -- m 347 t cd 352 k--- -- -- — - — ------ --- ------ _ __- --�---- ------ 352 351; ---- - - — — — — --- - ------------ -- - -- ---_- _! -- - -- ---- - ------------ --- - -- - 351 3501---- --- -4- 350 -- , - -- ---------- --- f ---------�---- -- -- - - ---- - ---- ------ --- -- ' -- -- --- 350 349 _ -- - — -----_-------- �-------- ---- — - ff ----- -o.� o - - ---- - - ------ --- --- -- 348 - T o -ni- /I_ -- co2 _.,c, ----+ ---- ----�- -- --- ---- �N "' _ 348 en 347 _ - M v� -- - --------- +-- ------ _ _-- - M CO m i ------ -f [n V U — --- ------ — — _� TT +*�rr` nn 347 W o N - — - --- —_—_—.--- -- -- i-�—tr- ---- ------ cc -- ------+-- ------------ -- �f4C�—N . - ---- -- - -- ------------------------t----� �7'�c--�=�tIt — — i SHEET 6 OF 22 SH ETS K a L E&END • STD. CITY MONUMENT ENCASEMENT PER COB STD ST -13 CTO BE CONST, OR EXISTS AS NOTED) STD, STREET LIGHT - 9500 LUMEN PER COB STD ST -14 + STD, CITY STREET NAME S15N PER COB STD T-1 STD. WHEEL CHAIR RAMP PER UU, STD. ST -19 AND AS REVISED CAL TRANS STD ST -4884 C DRIVEWAY PER CO STD ST -4 AND T-12 -�- TYP, SEWER MAIN & MANHOLE TYPE 'A' PER COB STD SV -4 �— TYP, SEWER MAIN & CLEANOUT PER COB STD SV -6 T TYP. TYPE 'A' CA TCH BASIN PER COB STD B-14 �- TYP, STORM DRAIN & MANHOLE TYPE 'A' PER P7B STD SW -4 s.D TYP, STORM DRAIN & MANHOLE TYPE 'A' PER COB STD SV -4 352 ---- --- — ---- - - ----- ----- -- - ___ - - ---- 352 351 �--_--- � — — — — — -� _ _.�_� ------ -------------- ------ ------ .� - ---- +----- ---- — __ __---- -- ---- -- - ----- ___ 350 349 ------ --- - --- ----------- - -- --- ----- ------ - - 349 -o.1arx-0-0-T7.4- 348 o � -- - ---- - - -- -- -- - --- - -- --- - — --- - - 348 �----- ---�- ---- - ---------------------- -- — ---- -- --- -- HN2 N M --LAJ - 48 F--- — M r7vr — — — WLIIVL 34 7 i 0 W �- - - ----- ------ -- -- ------ ------ --- - �--- -- m 347 t cd 352 k--- -- -- — - — ------ --- ------ _ __- --�---- ------ 352 351; ---- - - — — — — --- - ------------ -- - -- ---_- _! -- - -- ---- - ------------ --- - -- - 351 3501---- --- -4- 350 -- , - -- ---------- --- f ---------�---- -- -- - - ---- - ---- ------ --- -- ' -- -- --- 350 349 _ -- - — -----_-------- �-------- ---- — - ff ----- -o.� o - - ---- - - ------ --- --- -- 348 - T o -ni- /I_ -- co2 _.,c, ----+ ---- ----�- -- --- ---- �N "' _ 348 en 347 _ - M v� -- - --------- +-- ------ _ _-- - M CO m i ------ -f [n V U — --- ------ — — _� TT +*�rr` nn 347 W o N - — - --- —_—_—.--- -- -- i-�—tr- ---- ------ cc -- ------+-- ------------ -- �f4C�—N . - ---- -- - -- ------------------------t----� �7'�c--�=�tIt — — i SHEET 6 OF 22 SH ETS K a NOTES: Q m FLOWLINE CURVE DATA � M CURVE DELTA TANGENT RADIUS LENGTH 1T 90'00'00" 20.00' 20.00' 31.42' 2 90'00'00" 20.00' 20.00' 31.42' 3 90'00'00' 20.00' 20.00' 31.42' ® 90'04'55" 30.04' 30.00' 47.17' NOTES: Q m CITY MONUMENT ENCASEMENT PER COB STD ST -13 � M m � BE CONST, OR EXISTS AS NOTED) Q L rn � M O }- N J CCDp M j!2� 0 L0 r"� m CD EX. POLES TO BE RELOCATED Q C2 M w M 6 BY DEVELOPER (TYP.) SEE SHEET 8 _ U W o W —s— TRAFFIC CONTROL SIGN — AS NOTED W PRIOR TO PLACEMENT OF A.B. 1 20 20 112 o TYP, STORM DRAIN & MANHOLE TYPE 'A' PER SEE SHEET 5 m N ©SAWCUT 1' AND MATCH EX. PAVEMENT COB STD SW -4 4 N W 1 20 m ,+ AS DIRECTED BY CITY ENGINEERo W m o -- M "1 N 45CN �4 ca O 12' LIMIT LINE AND ALL OTHER PAINTED MARKINGS 4u ca w/THERMOPLASTIC PAINT PER CAL -TRANS R/W U) 5 U"�� STD. SPEC. 8010-21C-19 _ WITH OM1 -3 MARKER WITH LIM1-3 MARKER SEE SHEET TWO FOR OFFS/ TE SLOPE INFO NOTE: CONSTRUCT STREET SECTION PER TYPE "A" LOCAL STREET SECTION ON SHEET 2. FOYSO A VEYUE SCALE: HORIZ. 1 " = 50' VERT. 1"' = 2' UIVIT 10 11 12 13 14 1 t 1 ' m I N ck: 353- — --- --- -CN I� Q� ----- -- ------------ -------- EX.GRUND®Cl. Q `r' 352- - - -- -- --- -- --- 351 �-------- --- I -- � — -- ----- _--- ----- ---- -------------- ---- b 350 -_ -- -_� ___ _ __- -_ t + ' m 3491 ----- -- — 31.42 "'v M r9a 1 ----- --- --- --- ----- O J --- M Ci348-------------------C.D Lu + -� - i CD U W c_> W m -- — -- -. _— _—_ W N CD 00 - -- - — — f -- ------ ------ i � M C f a , I 9 Y WZ W O > LLJ = Q SEE SHEET 3 j I 151 15 i 3 1 P M I Z I 15 I+ - TRACT BOUNDARY HATCHED AREA TO BE PART OF PHASE 1 CONSTRUCTION SEE SHEET 3 W L =Q INSTALL W1-6 (R) WITH EIMl-3 MARKER 4gciv ESSIo E. w No. 35473 �l 9/30/07 T oCIVIL��o4��� F CAL LEGEND ROBERT E. SMITH RCE 35473 DATE p F- r_ -vf % i .'fl -1e w -- STD. CITY MONUMENT ENCASEMENT PER COB STD ST -13 N BE CONST, OR EXISTS AS NOTED) L M STREET LIGHT - 9500 LUMEN PER COB STD ST -14 L0 STD, LL_ LoLo STD. WHEEL CHAIR RAMP PER 0172, STD, ST -19 AND CD C2 C DRIVEWAY PER COB STD ST -4 AND T-12 �Z m mU' 3 CL rn _ U Y_ 'A W NOTE: CONSTRUCT STREET SECTION PER TYPE "A" LOCAL STREET SECTION ON SHEET 2. FOYSO A VEYUE SCALE: HORIZ. 1 " = 50' VERT. 1"' = 2' UIVIT 10 11 12 13 14 1 t 1 ' m I N ck: 353- — --- --- -CN I� Q� ----- -- ------------ -------- EX.GRUND®Cl. Q `r' 352- - - -- -- --- -- --- 351 �-------- --- I -- � — -- ----- _--- ----- ---- -------------- ---- b 350 -_ -- -_� ___ _ __- -_ t + ' m 3491 ----- -- — 31.42 "'v M r9a 1 ----- --- --- --- ----- O J --- M Ci348-------------------C.D Lu + -� - i CD U W c_> W m -- — -- -. _— _—_ W N CD 00 - -- - — — f -- ------ ------ i � M C f a , I 9 Y WZ W O > LLJ = Q SEE SHEET 3 j I 151 15 i 3 1 P M I Z I 15 I+ - TRACT BOUNDARY HATCHED AREA TO BE PART OF PHASE 1 CONSTRUCTION SEE SHEET 3 W L =Q INSTALL W1-6 (R) WITH EIMl-3 MARKER 4gciv ESSIo E. w No. 35473 �l 9/30/07 T oCIVIL��o4��� F CAL LEGEND ROBERT E. SMITH RCE 35473 DATE p F- r_ -vf % i .'fl -1e w -- OF 22 353 352 351 350 349 - 348 w STD. CITY MONUMENT ENCASEMENT PER COB STD ST -13 CTO BE CONST, OR EXISTS AS NOTED) STD, STREET LIGHT - 9500 LUMEN PER COB STD ST -14 + STD, CITY STREET NAME SIGN PER COB STD T-1 STD. WHEEL CHAIR RAMP PER 0172, STD, ST -19 AND AS REVISED CAL TRANS STD ST -488A C DRIVEWAY PER COB STD ST -4 AND T-12 -�- TYP. SEWER MAIN & MANHOLE TYPE 'A' PER COB STD SW -4 �-- TYP, SEWER MAIN & CLEANOUT PER COB STD SV -6 —s— TRAFFIC CONTROL SIGN — AS NOTED T TYP TYPE 'A' CATCH BASIN PER COB STD D-14 �- TYP, STORM DRAIN & MANHOLE TYPE 'A' PER CDB STD SW -4 TYP STORM DRAIN & MANHOLE TYPE 'A' PER COB STD SW -4 OF 22 353 352 351 350 349 - 348 w NOTES: 0 CONST. DRIVEWAY APROACH PER CITY STD. ST -3 Q INSTALL 2 - 7 GATES PER CITY STD. D- 13 30 CONST. DRAINAGE PER C.O.B. BASIN STD. S-9 SCALE: 350 349 ----' 348 � -- --' 3471 -- HORIZ. 1 " = 50' VERT. 1 It = 2' SUMP 15 SEE SEWER PLANS FOR SUMP DETAIL 6' BLOC( WALL AROUND SUMP (SEE WALL PLANS) Ssyr2 d� SF 13 j ea, nw N 87*5658" W PRC R 348.51 EC G 12 B FL 348.48 p ON FLOWLINE CURVE DATA ( ��� g 4 CURVE DELTA RADIUS LENGTH TANGENT d 22'2535' 35.00' 13.70' 6.94' U) 112'2535' 84.00' 164.83' 125.54' 3 22'2535' 84.00' 32.88' 16.65 4 22'2535' 35.00' 13.70' 6.94' -` 90'00'00' 20.00' 31.42' 20.00' © 90'00'00' 20.00' 31.42' 20.00' 7 90'00'00' 20.00' 31.42' 20.00' 8 90'00'00' 20.00' 31.42' 20.00' 9 90'00'00' 20.00' 31.42' 20.00' 10 90'00'00' 35.00' 54.98' 35.00' SCALE: 350 349 ----' 348 � -- --' 3471 -- HORIZ. 1 " = 50' VERT. 1 It = 2' SUMP 15 SEE SEWER PLANS FOR SUMP DETAIL 6' BLOC( WALL AROUND SUMP (SEE WALL PLANS) Ssyr2 d� SF 13 j ea, nw N 87*5658" W PRC R 348.51 EC G 12 B FL 348.48 p ON 3 3 A A a C}1 Qj j 0 0 U") n (LA &I A N 81 0 A 0 N 82 I 83 ��� ( ��� g 4 RAW A N A N 86 � A N7 ���JJJ u v o TYP. A TPP. A o M `o CITY STREET NAME SIGN P&R COB STD T-1 ppCR M Q1 U � AS REVISED CAL TRANS STD ST -4884 m � Z TYP. Q { � O -` TRAFFIC CONTROL SIGN - AS NOTED A C] •a- m C> o J m CD c�Op W Q+j21 c1) 00 0000 400 p U ' n= w .}} ^ C� 3 N � N � C> O m U �■ g A J v q ^ y r O �o m � r- pro Z pa ± c5 SEE SHEET 6 m N 3 3 VITH OM2-31MARKER 3 3 A A a C}1 Qj j 0 0 U") n (LA &I A N 81 0 A 0 N 82 I 83 ��� ( ��� g 4 RAW A N A N 86 � A N7 ���JJJ u v o TYP. A TPP. A o M 20 20 Ill 1 SEE SHEET 9 g � U U m cr g U m m CL = O >- z z� ,Q a. SEE SHEET 11 u - N (U mJ LOC7 O O Z ,`�, rn N m W Z� m 0 ' o W o ui � co r - NOTE: CONSTRUCT STREET SECTION PER TYPE "A" LOCAL STREET SECTION ON SHEET 2. A L YSHEBA DRI VE UNIT > N Lu STD, CITY MONUMENT ENCASEMENT PER COB STD ST -13 M Z o STD, STREET LIGHT - 9500 LUMEN PER COB STD ST -14 � � Q CITY STREET NAME SIGN P&R COB STD T-1 Q Q1 U � AS REVISED CAL TRANS STD ST -4884 m � Z TYP. SEVER MAIN & MANHOLE TYPE 'A' PER COB STD SV -4 { � O -` TRAFFIC CONTROL SIGN - AS NOTED A - W SEE SHEET 7 N N s.D, 1 2010 >+ Q+j21 45 � o a Lu A CDcr� CQV m U O W � m { O o O r- pro Z pa S 89'27'16" E N '� 1+k� 73206N VITH OM2-31MARKER 46 rn M H M SEE SHEET 11 u - N (U mJ LOC7 O O Z ,`�, rn N m W Z� m 0 ' o W o ui � co r - NOTE: CONSTRUCT STREET SECTION PER TYPE "A" LOCAL STREET SECTION ON SHEET 2. A L YSHEBA DRI VE UNIT > lu iovESS1pN E. CQ w No. 35473 9/30/07 �C 7� oQ IL�O���� F CALj ROBERT E. SMITH RCE 35473 DATE S aurL;r74. 9w/�!�'IL�s�/pig.�c�ip��p��t�[�1p9g��1\yWp�%�uy�YJv�GN j f DATE LEGEND • STD, CITY MONUMENT ENCASEMENT PER COB STD ST -13 CTO BE CONST. OR EXISTS AS NOTED) o STD, STREET LIGHT - 9500 LUMEN PER COB STD ST -14 STD, CITY STREET NAME SIGN P&R COB STD T-1 Q � I AS REVISED CAL TRANS STD ST -4884 C DRIVEWAY PER COB STD ST -4 AND T-12 -s- TYP. SEVER MAIN & MANHOLE TYPE 'A' PER COB STD SV -4 { TYP, SEVER MAIN & CLEANOUT SER COB STD SV -6 -` TRAFFIC CONTROL SIGN - AS NOTED T TYP, — — - -0- 1-4 STORM DRAIN & MANHOLE TYPE 'A' PER COB STD SV -4 s.D, TYP, STORM DRAIN & MANHOLE TYPE 'A' PER CO STD SV -4 ONO � I m m m U O W � m { O lu iovESS1pN E. CQ w No. 35473 9/30/07 �C 7� oQ IL�O���� F CALj ROBERT E. SMITH RCE 35473 DATE S aurL;r74. 9w/�!�'IL�s�/pig.�c�ip��p��t�[�1p9g��1\yWp�%�uy�YJv�GN j f DATE f - ,M E.Bmw vK SHEET 8 OF 22 SHEETS 350 349 348 347 350 349 348 347 LEGEND • STD, CITY MONUMENT ENCASEMENT PER COB STD ST -13 CTO BE CONST. OR EXISTS AS NOTED) o STD, STREET LIGHT - 9500 LUMEN PER COB STD ST -14 STD, CITY STREET NAME SIGN P&R COB STD T-1 STD, WHEEL CHAIR RAMP PER C,bB■ STD. ST 19 AND AS REVISED CAL TRANS STD ST -4884 C DRIVEWAY PER COB STD ST -4 AND T-12 -s- TYP. SEVER MAIN & MANHOLE TYPE 'A' PER COB STD SV -4 �-- TYP, SEVER MAIN & CLEANOUT SER COB STD SV -6 -` TRAFFIC CONTROL SIGN - AS NOTED T TYP, TYPE %f CATCH BASIN PER COB STD D-14 -0- TYP, STORM DRAIN & MANHOLE TYPE 'A' PER COB STD SV -4 s.D, TYP, STORM DRAIN & MANHOLE TYPE 'A' PER CO STD SV -4 f - ,M E.Bmw vK SHEET 8 OF 22 SHEETS 350 349 348 347 350 349 348 347 NOTES: Q1 CONST. DRIVEWAY APROACH PER CITY STD. ST -3 © INSTALL 2 - 7' GATES PER CITY STD. D- 13 gNST. DRAINAGE PER C.O.B. BASIN STD. S-9 SCALE: 1" = 50' VERT. 1 " = 2' w4g fEissi pN R R wM � ZLIJ � NWo 4 , 3-v 6 J v w }- N� w w v w No. 35473 m M � p� J NMS ma 6 BLOCK WALL `� 9/30/07 ROBERT E. SMITH RCE 35473 DATE �''' ppJ AROUND SUMP v ' N 3 $ M N 3 �Q �Op M (SEE WALL PLANS) a- W N U _j L6 ce .M- GV iJiv to gm S. p NAS Q rn cQ t w .'+- aS1D0 p B1SIN �gTGy, CIVIL A A coc�' m ado q CF C AtZ +♦ A a p '� SEE SHEET 10 M o A A 3_ SUMP / 5 Myo pj u- 1 D11 2011 20 1D e- o� W 5� �„� ,»� 11 123- 13 22 3 15 ������T�,�3��U.� rox✓ o' o, _ a :�7 8 0 o J Wco cu o I I o N o o 0r, 0 o ry 14 �� "RECO" DRAWING" rO S M+ °+° o d co I I w o v z in ` 20 �, o% 's z C �, w � 1 M M X ti ti4' �P 12 CORRECTIONS B'f: ''! oma, R/W � m � '" �, ��� RA SEE SEWER <'� oyco �, � �. �� A PLANS FOR DATE___. -//-4 lit SUMP DETAIL 4 S3R?8 � N '3 '4O4" E 8' ® C FL 12 18' © 4NO 30 18' SA $R SEVER 003 '44' 1 11 1 2 TOP 350.50 10{.�•� 73209 24' S.D. N CONST. TYPE "B' CURB & GUi7E t t 24 S,D. N CONST. TYPE B" CURB & GUTTER �rJ r� INSTALL Z - 7' GATE$ 3 W 1? MTH 4.5 COMB. SIDEWALK -M 5 FFCO FL WRH 4.5 COMB. SIDEWALK-� PER CITY STD. D-13 cN O �-- R/W 14 22- DW 16 S 093721" W RN `� /W `� uj N 14'28'15" W GB FL 348.80 g N GB FL 348.86 L C �1 ENlJ _ 66 67 8 d 81 .,. �- 02 5 s 1028 57 W ., STD, CITY MONUMENT ENCASEMENT PER C0 STD ST -13 N1'49'3Ou W `� `h All 2Q 2Q 22 Du PRC FL 348.72 5 � � SEE SHEET 10 � ^ � � 5 17 CTU BE CONST. DR EXISTS AS NOTED - BC FL 348.69 2 10 0 1 }. 5 0 PRC FL 348.79 �' STD, STREET LIGHT 9500 LUMEN PER CIJB STD ST 14 • SEE SHEET 12 3 C m � 1 20 0 1 EC GB FL 348.76 STD, CITY STREET NAME SIGN PER COB STD T-1 m m 3 3 F5 SEE SHEET 8 la STD. WHEEL CHAIR RAMP PER C.E.B.STD, ST -19 AND � o N Z3 w )i AS REVISED CAL TRANS STD ST -4884 `� ao Q p �- 0 oN ad CY M 1< " Q+ DRIVEWAY PER COB STD ST -4 AND T-12 o _ -�- TYP, SEWER MAIN & MANHOLE TYPE 'A' PER COB STD SV -4 Q �-- TVP, SEWER MAIN & CLEANOUT PER CUB STD SW -6 � NOTE: CONSTRUCT STREET SECTION PER TYPE "A" LOCAL STREET SECTION ON SHEET 2. TRAFFIC CNTRDL SIGN - AS NDTED 7- TYP. TYPE "A » CA TCH BASIN PER COB STD D-14 Tij PiJJFA Y PERFECT A V1 YUE-O- TYP. STORM DRAIN & MANHOLE TYPE nA " PER COB S7D SW -4 UYIT sa TYP. STORM DRAIN &MANHOLE TYPE »A "PER COB STD SW -4 10 11 12 13 14 15 16 17 18 EX. GROUND ® CL - -- - ----- ----- - f--------�-- ------ FLOKINE CURVE DATA i CURVE DELTA RADIUS LENGTH TANGENT 1Q 227535' 35.00' 13.70' 6.94' �2 2275'35" 84.00' 32.88' 16.65' �3 1127535' 84.00' 164.83' 125.54' ® 227535* 35.00' 1 13.70' 6.94' t�5 90'00'00* 35.00' 54.98' 35.00' © 90'00'00* 20.00' 31.42' 20.00' �7 90'00'00' 20.00' 31.42' 20.00' ® 90.00'00' 20.00' 31.42' 20.00' 9 90'00'00* 20.00' 1 31.42' 20.00' 10 22.2535' 35.00' 13.70' 6.94' 11 1127535' 84.00' 164.83' 125.54' 1© 227535' 84.00' 32.88' 16.65' 1 22'25'35' 35.00' 13.70' 6.94' 14 90'00'00' 35.00' 54.98' 1 35.00' SCALE: 1" = 50' VERT. 1 " = 2' w4g fEissi pN R R wM � ZLIJ � NWo 4 , 3-v 6 J v w }- N� w w v w No. 35473 m M � p� J NMS ma 6 BLOCK WALL `� 9/30/07 ROBERT E. SMITH RCE 35473 DATE �''' ppJ AROUND SUMP v ' N 3 $ M N 3 �Q �Op M (SEE WALL PLANS) a- W N U _j L6 ce .M- GV iJiv to gm S. p NAS Q rn cQ t w .'+- aS1D0 p B1SIN �gTGy, CIVIL A A coc�' m ado q CF C AtZ +♦ A a p '� SEE SHEET 10 M o A A 3_ SUMP / 5 Myo pj u- 1 D11 2011 20 1D e- o� W 5� �„� ,»� 11 123- 13 22 3 15 ������T�,�3��U.� rox✓ o' o, _ a :�7 8 0 o J Wco cu o I I o N o o 0r, 0 o ry 14 �� "RECO" DRAWING" rO S M+ °+° o d co I I w o v z in ` 20 �, o% 's z C �, w � 1 M M X ti ti4' �P 12 CORRECTIONS B'f: ''! oma, R/W � m � '" �, ��� RA SEE SEWER <'� oyco �, � �. �� A PLANS FOR DATE___. -//-4 lit SUMP DETAIL 4 S3R?8 � N '3 '4O4" E 8' ® C FL 12 18' © 4NO 30 18' SA $R SEVER 003 '44' 1 11 1 2 TOP 350.50 10{.�•� 73209 24' S.D. N CONST. TYPE "B' CURB & GUi7E t t 24 S,D. N CONST. TYPE B" CURB & GUTTER �rJ r� INSTALL Z - 7' GATE$ 3 W 1? MTH 4.5 COMB. SIDEWALK -M 5 FFCO FL WRH 4.5 COMB. SIDEWALK-� PER CITY STD. D-13 cN O �-- R/W 14 22- DW 16 S 093721" W RN `� /W `� uj N 14'28'15" W GB FL 348.80 g N GB FL 348.86 L C �1 ENlJ _ 66 67 8 d 81 .,. �- 02 5 s 1028 57 W ., STD, CITY MONUMENT ENCASEMENT PER C0 STD ST -13 N1'49'3Ou W `� `h All 2Q 2Q 22 Du PRC FL 348.72 5 � � SEE SHEET 10 � ^ � � 5 17 CTU BE CONST. DR EXISTS AS NOTED - BC FL 348.69 2 10 0 1 }. 5 0 PRC FL 348.79 �' STD, STREET LIGHT 9500 LUMEN PER CIJB STD ST 14 • SEE SHEET 12 3 C m � 1 20 0 1 EC GB FL 348.76 STD, CITY STREET NAME SIGN PER COB STD T-1 m m 3 3 F5 SEE SHEET 8 la STD. WHEEL CHAIR RAMP PER C.E.B.STD, ST -19 AND � o N Z3 w )i AS REVISED CAL TRANS STD ST -4884 `� ao Q p �- 0 oN ad CY M 1< " Q+ DRIVEWAY PER COB STD ST -4 AND T-12 o _ -�- TYP, SEWER MAIN & MANHOLE TYPE 'A' PER COB STD SV -4 Q �-- TVP, SEWER MAIN & CLEANOUT PER CUB STD SW -6 � NOTE: CONSTRUCT STREET SECTION PER TYPE "A" LOCAL STREET SECTION ON SHEET 2. TRAFFIC CNTRDL SIGN - AS NDTED 7- TYP. TYPE "A » CA TCH BASIN PER COB STD D-14 Tij PiJJFA Y PERFECT A V1 YUE-O- TYP. STORM DRAIN & MANHOLE TYPE nA " PER COB S7D SW -4 UYIT sa TYP. STORM DRAIN &MANHOLE TYPE »A "PER COB STD SW -4 10 11 12 13 14 15 16 17 18 EX. GROUND ® CL - -- - ----- ----- - f--------�-- ------ 1�C EJ A SHEET 9 OF 22 349 348 347 346 349 348 347 346 ,• � �o� 3i jw '�•. i r � ------- 349 _ ---- - COW Q - "111348 2.8e -0.207% W ' +0.212% - �$3'-- - _ cw O.0 n .T CURVE ON CURVE 13.70 cn,3ON , 13.70' ? ON CURVE ;------ - -- 347 i � m J ti J � M LL. M Ci M Li ------ - ! mCL w CL W a 00 W a 346 w N m m w ---- -ROUt p ' U m +p m • ♦ C N F r7 M 0 T - 1 --- -- � --�- 11 s 7 ---- -- 349 ------ -- -- -0.327 % -- +0.327% 348 54.98 - .- _g141 -07A 54.98r - ----- - Ulm % VE - o 1.42 42 347 i N 'to - --- - `mm �CRVE^ ^ rn i 346 ---- i � t� J `` M _ - o Lu p m in nn w 1�C EJ A SHEET 9 OF 22 349 348 347 346 349 348 347 346 ,• � �o� 3i jw '�•. SCALE: H ORI Z. 1" = 50' VERT. 1 " = 2' 351------- 350_- 349 51--350 349 ----- 348 --- 34 7-----�- 346 ------ - 351 ---- 350 ---- 349 -- 348 347 ---- - 346 ---- a P4 A A A ti w C}1 C9J co 00 � n 4gOFESSIO W P4 No. 35473 V-1 m 9/30/07 Eq �c ROBERT E. SMITH RCE 35473 DATE W M ` � M � - �'�?i Cjpl v q'�~ Op cp'Iffi cl A $ co SEE SHEET 11 N W 1 20 0 1 48 Q0 , rk 745 iEt3H O�diisO" co M W CE 22' D ' + CORRECTIONS BY: o %0 49 r 0 o'�x�= — —� L3 ?716 E 16 T(� 0 ) W J � N d' •R/W � I o A A A A R/W 22' DW a Z 67 68,69 � cu 70 71 172, 73 N z >: v as3 5 a`�o �w °D co 11YP. 'll'P. M c 5 !g N 1 20 0 im: �; p p M co 1 20 0 1 51 g Wa M SEE SHEET 9 ~ a u- Q+j co co SEE SHEET 11 Q � Q G7 3 V Z e CD co co tlj Oi U V "U W M u7 n m W m m W n ViW� v Nw_ v m W 0,W •• M W cic LO co to . o + m �p - ` ♦ M O JCN e l NOTE: CONSTRUCT STREET SECTION PER TYPE "A LOCAL STREET SECTION ON SHEET 2. AGILE UNIT 11 12 13 ---- -------------- - - - - ----- -----� - +I M CURVE 31.42 00 —0211X cz! M M CURVE r4 $ I � mCD- 11")M m W ♦ M 00 r A CURvF_g FLOWLINE CURVE DATA 'i _ M -P� CURVE I coW W � � M CURVE DELTA RADIUS LENGTH TANGENT r y 1 fY1 10 90,00'oo" 20.00' 31.42' 20.00' ------ ----- 02 90'00'00' 20.00' 31.42' 20.00' ___-- -------- 00 03 90'00'00' 20.00' 31.42' 20.00' ----- - ® 90'00'00° 20.00' 31.42' 20.00' - ---- ------- ------------ ___— ------- �5 90'00'00" 20.00' 31.42' 20.00'm �.. ------ m - 6 90,00'00" 20.00' 31.42' 1 20.00' - ---- ------------ " NZ Lu M CIR 348 347 346 °D d- J cc_ !t!W $ -------- ---------- M M 0- �Q m M - ------ ------- o - SEE SHEET 9 Go - -- ,U�o T 1 D, 201, 20 111D - A z o .m m 10 5 5 80 � N � co �b R/W 1 acd SCALE: H ORI Z. 1" = 50' VERT. 1 " = 2' 351------- 350_- 349 51--350 349 ----- 348 --- 34 7-----�- 346 ------ - 351 ---- 350 ---- 349 -- 348 347 ---- - 346 ---- a P4 A A A ti w C}1 C9J co 00 � n 4gOFESSIO W P4 No. 35473 V-1 m 9/30/07 Eq �c ROBERT E. SMITH RCE 35473 DATE W M ` � M � - �'�?i Cjpl v q'�~ Op cp'Iffi cl A $ co SEE SHEET 11 N W 1 20 0 1 48 Q0 , rk 745 iEt3H O�diisO" co M W CE 22' D ' + CORRECTIONS BY: o %0 49 r 0 o'�x�= — —� L3 ?716 E 16 T(� 0 ) W J � N d' •R/W � I o A A A A R/W 22' DW a Z 67 68,69 � cu 70 71 172, 73 N z >: v as3 5 a`�o �w °D co 11YP. 'll'P. M c 5 !g N 1 20 0 im: �; p p M co 1 20 0 1 51 g Wa M SEE SHEET 9 ~ a u- Q+j co co SEE SHEET 11 Q � Q G7 3 V Z e CD co co tlj Oi U V "U W M u7 n m W m m W n ViW� v Nw_ v m W 0,W •• M W cic LO co to . o + m �p - ` ♦ M O JCN e l NOTE: CONSTRUCT STREET SECTION PER TYPE "A LOCAL STREET SECTION ON SHEET 2. AGILE UNIT 11 12 13 ---- -------------- - - - - ----- -----� - +I M CURVE 31.42 00 —0211X cz! M M CURVE r4 $ I � mCD- 11")M m W ♦ M 00 r A CURvF_g 1 I 31.40000 'i _ M -P� CURVE I coW W � � M 351 CS i.. L MA M r y 1 fY1 K, 'A' 14 15 It all ! 11" I or VIM r m 17 LEGEND o STD. CITY MONUMENT ENCASEMENT PER COB STD ST -13 CTO BE CONST, OR EXISTS AS NOTED) STD. STREET LIGHT - 9500 LUMEN PER COB STD ST -14 + STD, CITY STREET NAME SIGN PER COB STD T-1 STD, WHEEL CHAIR RAMP PER COB,STD, ST -19 AND AS REVISED CAL TRANS STD ST -4884 f DRIVEWAY PER COB STD ST -4 AND T-12 —a— TYP, SEVER MAIN & MANHOLE TYPE 'A' PER COB STD SV -4 �-- TYP, SEVER MAIN & CLEANOUT PER COB STD SV -6 -i- TYP, TYPE 'A' CATCH BASIN PER COB STD B-14 -0- TYP, STORM DRAIN & MANHOLE TYPE 'A' PER COB STD SV -4 sn. TYP, STORM DRAIN & MANHOLE TYPE 'A' PER COB STD SV -4 1 'i I 351 ------ ----- ___-- -------- - ---- ----- - - ---- ------- ------------ ___— ------- - 350 -------- ------ - 349 - ---- ------------ --.----------- 348 347 346 -------- ---------- ----- ----------- - ------ ------- - - -- ---------- ----- - ----- - ----------- ----------_- ---------- 351 350 349 - --- --- ------ - - - - ,------- ------ -------- - _____-- ---�------ - -- -- --- - - ---- ---- --------- --___-__- ------- - 348 -----.---- 347 346 - --- ----------- -------- -- ------- - ---------- - --- ---- ------- - --kSmithfanh SHEET 1 Of I A Lil- OF 22 'lqA WEETS 1 'i I SCALE. 1" = 50' VERT. 1 " = 2' t 350 3491 348' 347 f 346 t 350 349; 348; 4 i 347 3 3461 f j22, DW -- 55 V-- 55 54 22` Dv abi 0. M 22' DW 53 �� Q FLOKINE CURVE DATA CCco CURVE DELTA RADIUS LENGTH TANGENT 1� 90'00'00" 20.00' 31.42' 20.00' (2 90'00'00" 20.00' 31.42' 20.00' 43 90'00'00' 20.00' 31.42' 20.00' ® 90100100" 20.00' 31.42' 20.00' 0 90'00'00" 20.00' 31.42' 20.00' © 90'00'00" 20.00' 31.42' 20.00' SCALE. 1" = 50' VERT. 1 " = 2' t 350 3491 348' 347 f 346 t 350 349; 348; 4 i 347 3 3461 f j22, DW -- 55 V-- 55 54 22` Dv abi 0. M 22' DW 53 �� Q A R/W 4! M CCco cc ce A A CZ, M �- A 49 QD � W S CN g SEE SHEET 12 C� = M u- m 0 'C�o�. A R/W cd SEE SHEET 8 cc A R/W A A CZ, M 50 A A 49 CL 48 Cu 47 N 46 � m CN m ¢ C� = M u- m 0 ce SEVER MAIN & MANHOLE TYPE 'A' PER COB STD SV -4 JJ Li � JJ LL W C 006 TYPE 'A' CATCH BASIN PER COB STD D-14 SHEET 10 TYP. o + LOCAL STREET SECTION ON SHEET 2. STORM DRAIN & MANHOLE TYPE '4' PER COB STD SV -4 a 4- A A R/W cd SEE SHEET 8 A A R/W A A CZ, M 50 A A 49 CL 48 Cu 47 N 46 � m N m CD R n a = M u- m 0 g� SEVER MAIN & MANHOLE TYPE 'A' PER COB STD SV -4 ¢ C SEVER MAIN & CLEANOUT PER COB STD SV -6 SEE SHEET 8 TYP, TYPE 'A' CATCH BASIN PER COB STD D-14 NOTE. CONSTRUCT STREET SECTION PER TYPE A A A R/W cd SEE SHEET 8 A A R/W A A 52 51 50 A A 49 CL 48 Cu 47 N 46 � CL 0 %6 C15 n R n a 8 � C5 ON (xi m 0 SEE SHEET 12 M cd SEE SHEET 8 STD, CITY MONUMENT ,ENCASEMENT PER COB STD ST -13 (T0 JJ C9 C 0 L v V W cc Lu m W )� c-1 +m g¢ 0 C DRI VEVA Y PER COB STD ST -4 AND T-12 -a- TYP, SEVER MAIN & MANHOLE TYPE 'A' PER COB STD SV -4 ct o QW M v th M SEE SHEET 8 STD, CITY MONUMENT ,ENCASEMENT PER COB STD ST -13 (T0 7a W G� C9 G9 0 U cl ,z�� U m V W MOM aO 3 o MO WHEEL CHAIR RAMP PER C,OB, STD, ST -19 AND )� c-1 +m C DRI VEVA Y PER COB STD ST -4 AND T-12 -a- TYP, SEVER MAIN & MANHOLE TYPE 'A' PER COB STD SV -4 �— TYP, SEVER MAIN & CLEANOUT PER COB STD SV -6 ne= TYP, TYPE 'A' CATCH BASIN PER COB STD D-14 NOTE. CONSTRUCT STREET SECTION PER TYPE A TYP. STORM DRAIN & MANHOLE TYPE '4' PER COB STD SV -4 sD LOCAL STREET SECTION ON SHEET 2. STORM DRAIN & MANHOLE TYPE '4' PER COB STD SV -4 XAR EMBLEM DRIVE UNIT 1 10 11 12 13 14 15 cn VN CURVE J O co C -.---�---t--- ON CURVE ci 31 01, MJ 1 N 12 _ 7 �— 1 uj s= 22' Du 43 44 22' DW M� 1- X 22' Dv 45 4g)YESSIONq E. w No. 35473 tzi x 9/30/07 x T T 0 crvll��6���� F CAL ROBERT E. SMITH RCE 35473 "HEOCDRD LR-M.NO" COR ECT1DNS BY: - DATE ■ IIP46 L'Jl1uljlll�l L. SHEET 11 OF 22 SI EETS 350 349 348 347 346 350 349 348 347 346 1. k U$'si a,� L EEEENU • STD, CITY MONUMENT ,ENCASEMENT PER COB STD ST -13 (T0 BE CONST, OR EXISTS AS NOTED) .a STD, STREET LIGHT - 9500 LUMEN PER COB STD ST -14 + STD, CITY STREET NAME SIGN PER COB STD T-1 STD, WHEEL CHAIR RAMP PER C,OB, STD, ST -19 AND )� AS REVISED CAL TRANS STD ST -4884 C DRI VEVA Y PER COB STD ST -4 AND T-12 -a- TYP, SEVER MAIN & MANHOLE TYPE 'A' PER COB STD SV -4 �— TYP, SEVER MAIN & CLEANOUT PER COB STD SV -6 ne= TYP, TYPE 'A' CATCH BASIN PER COB STD D-14 -(> TYP. STORM DRAIN & MANHOLE TYPE '4' PER COB STD SV -4 sD TYP, STORM DRAIN & MANHOLE TYPE '4' PER COB STD SV -4 ■ IIP46 L'Jl1uljlll�l L. SHEET 11 OF 22 SI EETS 350 349 348 347 346 350 349 348 347 346 1. k U$'si a,� SCALE: H OR I Z. 1" = 50' VERT. 1" = 29 350 349 �---------- -- 348 -_ --- -- 347 ------- -- i 350 °------- - 349 �-- - --- - 348 =----- - - 347 �---- -- - - a FLOWUNE CURVE DATA A - 56 55 Q CURVE DELTA RADIUS LENGTH TANGENT 1a 90'00'00" 35.00' 54.98' 35.00' a2 22'25935" 35.00' 13.70' 6.94' a3 112'25'35" 84.00' 164.83' 125.54' ® 22'25935" 84.00' 1 32.88' 16.65' 05 22'25'35" 35.00' 13.70' 6.94' a6 90'00'00" 20.00' 31.42' 20.00' a7 90000'00" 20.00' 31.42' 20.00' ® 90'00'00" 20.00' 31.42' 20.00' 09 90'00'00" 20.00' 31.42' 20.00' 10 90'00'00" 20.00' MAY 20.00' SCALE: H OR I Z. 1" = 50' VERT. 1" = 29 350 349 �---------- -- 348 -_ --- -- 347 ------- -- i 350 °------- - 349 �-- - --- - 348 =----- - - 347 �---- -- - - a a v RW x00 0 A `O 2 / 1 5 (+ Z 3 o� ��� oo ti .2 � 1 2 0 0 1 0 c M, C� co M � M Cmc C m rn Cf OD Cm9 V M W M U m J C9 m Q O + SEE SHEET 11 + W 1 20 20 1101M 61 60 + w N Si ® p O z O 73211 t 4 15 $ SEWER 16 E CONST. TYPE B" CURB & GUTTER k�� S 8927'16" E 6 WITH 4.5 COMB. SIDEWALK-TYP. ��t 10 A 59 w RW 57 qg::.T A - 56 55 Q A Q 5 d CD VV� N V � o ul cu STREET LIGHT - 9500 LUMEN PER CUB STD M STD, O o WHEEL CHAIR RAMP PER CB, STD, ST -19 AND Q o Z� REVISED CAL TRANS STD ST-A88A E JR11 V M -�- TYP, SEWER MAIN & MANHULE TYPE 'A' PER COB STD SW -4 �-- U__ SEWER MAIN & CLEANOUT PER COB STD SW -6 -i TRAFFIC CUNTRDL SIGN - AS NOTED T C� TYPE "A" CATCH BASIN PER COB S7D D-14 <> TYP. STORM DRAIN & MANHOLE TYPE "A" PER COB SEE SHEET 9 50 TYP. STORM DRAIN & MANHOLE TYPE "A" PER COB STD SW -4 101120 1120111. m g BC GB FL 348.43 �7 5 A A j 5-- ti ti PRC FL 348.46 O � �' �' S 70'55'16" E � 3 A a o o A 22' DN N o m oS lea 'EO Y � � 6 5 6 4 6 3 6 2CD (ki N 8939'3-';" W w �� 110 T>. � u')o � z o- N N� o 4.W o o 6 0 O Z 8' SEWER 11 0 12 FL 13 8" 1 �'`Qr� I S S�;a 22 t S 89.27'1 E O � C5— IT &D © N o7 0 73210 N a " 2 a v RW x00 0 A `O 2 / 1 5 (+ Z 3 o� ��� oo ti .2 � 1 2 0 0 1 0 c M, C� co M � M Cmc C m rn Cf OD Cm9 V M W M U m J C9 m Q O + SEE SHEET 11 + W 1 20 20 1101M 61 60 + w N Si ® p O z O 73211 t 4 15 $ SEWER 16 E CONST. TYPE B" CURB & GUTTER k�� S 8927'16" E 6 WITH 4.5 COMB. SIDEWALK-TYP. ��t 10 A 59 A w 58 RW 57 qg::.T A - 56 55 Q A Q 5 d CD VV� N V � o ul cu 4 STD, CITY MDNUMENT ENCASEMENT PER CB STD ST -13 d BE CONST, BR EXISTS AS NUTED) Ni STD, STREET LIGHT - 9500 LUMEN PER CUB STD M STD, O o WHEEL CHAIR RAMP PER CB, STD, ST -19 AND Z� REVISED CAL TRANS STD ST-A88A E JR11 30 -�- TYP, SEWER MAIN & MANHULE TYPE 'A' PER COB STD SW -4 oCli + a +' M SEE SHEET 13 o SEE SHEET 15 pmpo r7 M C� Cm.D Z CCD CCD U U �"�' Lu Li� W m W ¢ m W Q z C7 C g 40 o cc NOTE. CONSTRUCT STREET SECTION PER TYPE "A� LOCAL STREET SECTION ON SHEET 2. 0 0 ot XA R A D JIIRA I -DRIVEQ 10 11 12 :I La UNIT > 13 14 15 16 17 4gpFESSION 9 E. SSI Z cr' w No. 35473 m 9/30/07 �r ��9T� ocI vil, ��~� F CAL LEGEND to ROBERT E. SMITH RCE 35473 DATE y�' X33,1 Ll BNL y 'REC CORRECT IS, I f i I - --- - ---- -----------+----- -- -- ------------ ----------- �- I I -�--- -- � - ---------------- --�-- ---- ------ ------ —-------------- - 350 cr__ - uz ----- -----�-------------------- — —------------- 349 � O 4 1 -- --- --- - ---------------- -t- --- - ---------------------------- - 348 maoA=0. --- --- ---- -- -- ------ - ----- —-----------_- 31.4 !05.00' CUR - � — ^ ' - -- - - -- -- - Y- ---- - --- ---- — — ---- -- -- -- 3_47 c6 cu . � (� NrJ C7 (J) i } I � m V W m W m I O I Cl ! "�- .F. OG i + — — ---- --- --- — I I ! --�------- - ------------------�----- -- -- ---- ---- — ---------------- - 350 ---— - --- ----- - - -1- --- - - -------- — ------ ---- --- 349 I --�----- - ---------- --- -- �----------.--------- —--------- --. -- _- - 348 --� —�— - --- -- ---- - - f- -- — - - -- -- ul) ON qi 347 I o 31.42 ---- — -- ----------- - — ----- 1 ------------- --- --- a - - --- --- --- - -- y- -- - -- --- -- -- — — ---la k/ll - --- 1 %DLIU/H RL U VYL NE �- — - - - -- ------{------- -- ----- ----- -c- 0-0 P. A T R D------ -- - --m _— - - t- --- - -- -- - ---- — _JR_4C_T_-fie: - -- --�-- - _ - - - - - --- - - -i- -- -- --- -- ----- -- S FREE_n UFILL T -- cl! fi-- +all 11K v I j SHEET 12 OF 22 S EETS cc STD, CITY MDNUMENT ENCASEMENT PER CB STD ST -13 CTD BE CONST, BR EXISTS AS NUTED) STD, STREET LIGHT - 9500 LUMEN PER CUB STD ST -14 STD, CITY STREET NAME SIGN PER CB STD T-1 STD, WHEEL CHAIR RAMP PER CB, STD, ST -19 AND AS REVISED CAL TRANS STD ST-A88A + f DRIVEWAY PER COB S7D ST -4 AND T-12 -�- TYP, SEWER MAIN & MANHULE TYPE 'A' PER COB STD SW -4 �-- T YR SEWER MAIN & CLEANOUT PER COB STD SW -6 -i TRAFFIC CUNTRDL SIGN - AS NOTED T TYP. TYPE "A" CATCH BASIN PER COB S7D D-14 <> TYP. STORM DRAIN & MANHOLE TYPE "A" PER COB S7D SW -4 50 TYP. STORM DRAIN & MANHOLE TYPE "A" PER COB STD SW -4 I f i I - --- - ---- -----------+----- -- -- ------------ ----------- �- I I -�--- -- � - ---------------- --�-- ---- ------ ------ —-------------- - 350 cr__ - uz ----- -----�-------------------- — —------------- 349 � O 4 1 -- --- --- - ---------------- -t- --- - ---------------------------- - 348 maoA=0. --- --- ---- -- -- ------ - ----- —-----------_- 31.4 !05.00' CUR - � — ^ ' - -- - - -- -- - Y- ---- - --- ---- — — ---- -- -- -- 3_47 c6 cu . � (� NrJ C7 (J) i } I � m V W m W m I O I Cl ! "�- .F. OG i + — — ---- --- --- — I I ! --�------- - ------------------�----- -- -- ---- ---- — ---------------- - 350 ---— - --- ----- - - -1- --- - - -------- — ------ ---- --- 349 I --�----- - ---------- --- -- �----------.--------- —--------- --. -- _- - 348 --� —�— - --- -- ---- - - f- -- — - - -- -- ul) ON qi 347 I o 31.42 ---- — -- ----------- - — ----- 1 ------------- --- --- a - - --- --- --- - -- y- -- - -- --- -- -- — — ---la k/ll - --- 1 %DLIU/H RL U VYL NE �- — - - - -- ------{------- -- ----- ----- -c- 0-0 P. A T R D------ -- - --m _— - - t- --- - -- -- - ---- — _JR_4C_T_-fie: - -- --�-- - _ - - - - - --- - - -i- -- -- --- -- ----- -- S FREE_n UFILL T -- cl! fi-- +all 11K v I j SHEET 12 OF 22 S EETS cc PPS SCALE: H ORI Z. 1 " = 50' VERT. 1" = 2' z I 3481 - 347 -- i 346 348 347 346 9 SHEET 16 FLOWLINE CURVE DATA • SEE SHEET 14 '00 C.D�m a SEE SHEET 12SEE STREET LIGHT - 9500 LUMEN PER CO STD ST -14 + � 6 mO = �J � *^ REVISED CAL TRANS STD S T-A88A + TANGENT N M SEVER MAIN & MANHOLE TYPE 'A' PER COB STD SV -4 La. O N W p _ 0 cnl W W10 m sD. TYPE, CURVE DELTA RADIUS LENGTH 1 90'00'00' 20.00' 31.42' 20.00' W m M MOS ^ W o 0 00 14-- d c:1 ---- --� Qo �2 90'00'00' 20.00' 31.42' 20.00'c N- N-- L "`� Z cn W k: � ------- ----- a 3 90'00'00' f • 20.00' 31.42' ) / 20.00' / ce --� n m C � W 1 ^ ii Z WZE - Cj 4 90'0000" 20.W 31.42' 20.00' 6 _� a Z 0 cm, C.> " M ^ J m c� Q 5 90'00'00 20.00 31.42 20.00 oD M_ •- `u v M = M Wo 3 c m M Q 6 90'00'00' 20.00' 31.42' 20.00' ---- __---- ce c 15 8 kc" o U- cm • in N �- d+ m C� - �' �7 90'00�00� 20.00 31.42; 20.00 - SEE SHEET 16 c Z + C`> SEE SHEET 14 x + ^ U v — - cc SEE SHEET 12 8 90'0000 20.00 31.42 20.00 ._._.. __...__ ...._. :9 A A A A N �.�n.. �n ..,)n ..in. � M -0.507% m -0 PPS SCALE: H ORI Z. 1 " = 50' VERT. 1" = 2' z I 3481 - 347 -- i 346 348 347 346 9 SHEET 16 Up • SEE SHEET 14 '00 C.D�m a SEE SHEET 12SEE STREET LIGHT - 9500 LUMEN PER CO STD ST -14 + � 6 mO = �J � *^ REVISED CAL TRANS STD S T-A88A + CC DRIVEWAY PER COB STD ST -4 AND T-12 N M SEVER MAIN & MANHOLE TYPE 'A' PER COB STD SV -4 La. O N W p LY 0 W m O .- C> fiv -F 04W sD. TYPE, m N C� pip CL Z 0..W U p p m t0 U' 2 >t,! m ac pp �d' W m M MOS ^ W o 0 00 14-- d c:1 ---- --� Qo = -- N- N-- V li�4 ------- ----- a ce NOTE: CONSTRUCT STREET SECTION PER TYPE 'A' LOCAL STREET SECTION ON SHEET 2. ARISTIDES A VENUE UNITS > AND 2 DW DW ,0,13FESS1p�, w No. 35473 m 9/30/07 CiVI Op CAL No. 35473 � EXP. 9-30-17 c1ViL ROBERT E. SMITH RCE 35473 DRAWINUG f . COWiEGT ON's BY: DATE— Z -/1_o $ 4S-jKit> %/� lv •3.3/ �.� t��lGy 23-o'.4- DATE 10 11 12 13 14 15 16 17 LEGEND • STD, CITY MONUMENT ENCASEMENT PER COB STD ST -13 (TO BE CONST, OR EXISTS AS NOTED) a STD. STREET LIGHT - 9500 LUMEN PER CO STD ST -14 + STD. CITY STREET NAME SIGN PER COB STD T-1 STD, WHEEL CHAIR RAMP PER C.OB, STD. ST -19 AND AS REVISED CAL TRANS STD S T-A88A + CC DRIVEWAY PER COB STD ST -4 AND T-12 -� TYP, SEVER MAIN & MANHOLE TYPE 'A' PER COB STD SV -4 TYP. SEVER MAIN & CLEANOUT PER COB STD SV -6 T TYP. TYPE 'A' CATCH BASIN PER COB STD D-14 -Ot- TYPE, STORM DRAIN & MANHOLE TYPE 'A' PER COB STD EV -4 sD. TYPE, STORM DRAIN & MANHOLE TYPE 'A' PER COB STD SV -4 10 11 12 13 14 15 16 17 i --- ---- --� ------ -- N- N-- - ------- ----- a ce - --- --- -- --- ------ I i I -------�-__-___-------- 1 --+ �- ----------�_-- - --- 348 ----- --- ---- __---- • UND CL N �- - - - - ---------------------- -------- ---- ---- +0.573% -- -- — - - 347AT - -0.507% +0.2 % +0. -0 827X -0.343% +0.200% ON 2 �i �' °`� RVE o o r' --------� - - _ _ - _ --------- 346 --- 348 347 L,UKVL M 0 T �, "' �, M CURVE J W La. � m I� J L� U��– - ---- _- - - – ---------- - ---- ---- - LLJ LR O � m W Wm m W Cm m LL— -- ------- --- -- ------- -- -- ----- --- --- - - -- --- dm ccet '- + N +. M - -- -------- ----------- ---------- ---- - -------------------------- -- ------------- ---------- -� =---� -------------- -- --j- ----- -- -- -- — ------ --- --- — ---- — - ----- ---- -0.507% +0.20 +0,573% -0 73% -0.215 = _ +0.457% +0.573% _ �r �.42 � ,,� Go ON m 3CURVf— _ E An -r in lr_7 M Cl, V! - ------ ------ 346 L r L--flW'L )"A VL a! le ce a CA V p Wpp O- p C7 p LL C9 -- --- ---- ----------- -- m O + m W W O mLL T - -- ------- ----------- — - NO ODN J -- t0 ..— - --- --- - --------- ----- -------- --- ------ ------ - ----- N + - m - - N - N Qcl� ---- ------ ------ ---- ----- N = - - - T ---- --- f-T�T7tiT tY0,lF_-33 Or3r7r-r' -- --_ -� A V - r- U - - --- --- ----- --- -- --- _- — - SHEET 1 OF 22 S EETS 0 \ u; i. �-k 351 350 349 348 351 350 349 348 k w z o a ¢ X ^�- M LL p M A A M 0 M A A m N Zw ce cn 00 + ii c� N cap m Q at v o cu m Ee SEE SHEET 13 a a �, 3 3 TYP. o; m + o W A A' � q 9:4 ' SEE SHEET 15 2 w N rn o m m$ v 4 N i 11 � �, s 1 20 0 1 cu � ,� �� N � �' 1 30 a.-` N N TYP. Tl� V �., "' c + c� cj r Tw. Tw. c� £ I Z 3� I I � W M m � � X 6 4 U i ' 6 2 61U-) rlsos 2 I i '� 6 Sar g ( I o a;� O 5 S �T o� O R/W Z %0 /w s�28S6 1 Q7 :- 9+65.23 BVC FL 349.67 (23.55' LT.) 6' SEWER O FLo g' gyyQ� 5 L O 8. CONST. TYPE "B" CURB & GUTTER 73214'c r� SEWERWITH 4.5 COMB. SIDEWALK-TYP. 9+58.00 PIVC FL 349.85 Q� QQ� S 89-27'16';-E- d 11 CONST. TYPE B' CURB &GUTTER 12 ?x 13 p 14 S 89'27'16" E 15 16 �� INSTALL WI -7 9+52.23 POW FL 349.78 (5.77 RT.) Q° ® FL N WIrH 4.5 COMB. SIDEWALK-TYP. �'� c4 L x'��. WITH BMI-3 MARKER 9+65.23 EyC FL,349.74 6g,,42k� �w ©W W �+ SCALE: HORIZ. 1" = 50' VERT. 1 " = 2' 23.55 RT.) s 22 U /w A A � H 6 9x61' 5.�1 I i a I I M �°` 2z d M �s� s �s� sl 5I (�a s �a sl � Q Z �NNS MJgr 9 c' TTP.TI?. 100cu 15[55 56 TlP.T1P. 5� 58 �59�u-I.i. 3 � O> 00 (11 O\ 3 3 RI Ol � A A 1 2 1 � o A A o � 1 30 �$ cn er v- U �i M M M M Ri + + u+.� M M 7`� °' a Nui SEE SHEET 13 N N SEE SHEET 15 m o o � ,., m� o o � o N M moo: o �- + m W z m + 7 m W Z w o ¢ c4s rn � Q r o C4 co Z§ o� Q NOTE: CONSTRUCT STREET SECTION PER TYPE "A" LOCAL STREET SECTION ON SHEET 2. /_i r /i ViA UNIT 2 10 11 12 13 ■� � = � � .��I��■��. ' � -=mow■■► �, . IDENTICAL r� ■ 4i'.�■ moi■ w m 8 14 15 16 --- -- ---- - - - - fi------------- •= ©1d � T ui '� cn - w t-_ --- ---- ---- ---- ---- ----- ------------------- 1121 --- ---- ----- 1121 ce 4g,4FESSIOE. �r� w No. 35473 9/30/07 'IV ��9 CIVIti N- OF ROBERT E. SMITH RCE 35473 0.--/, DATE FLOW UNE CURVE DATA NO. '35473 rn CURVE DELTA TANGENT RADIUS LENGTH 1� 134'24'55" 99.95' 42.00' 98.53' 13424'55" 99.95' 42.00' 98.53' (3) 4424'55' 14.29' 35.00' 27.13' ® 4424'55' 14.29' 35.00' 27.13' (3) 90'00'00' 20.00' 20.00' 31.42' © 90'00'00' 20.00' 20.00' 31.42' 07 90'00'00' 20.00' 20.00' 31.42' 8 90'00'00' 20.00' 20.00' 31.42' 9 90'00'00" 20.00' 20.00' 31.42' 10 90'00'00' 20.00' 20.00' 31.42' w z o a ¢ X ^�- M LL p M A A M 0 M A A m N Zw ce cn 00 + ii c� N cap m Q at v o cu m Ee SEE SHEET 13 a a �, 3 3 TYP. o; m + o W A A' � q 9:4 ' SEE SHEET 15 2 w N rn o m m$ v 4 N i 11 � �, s 1 20 0 1 cu � ,� �� N � �' 1 30 a.-` N N TYP. Tl� V �., "' c + c� cj r Tw. Tw. c� £ I Z 3� I I � W M m � � X 6 4 U i ' 6 2 61U-) rlsos 2 I i '� 6 Sar g ( I o a;� O 5 S �T o� O R/W Z %0 /w s�28S6 1 Q7 :- 9+65.23 BVC FL 349.67 (23.55' LT.) 6' SEWER O FLo g' gyyQ� 5 L O 8. CONST. TYPE "B" CURB & GUTTER 73214'c r� SEWERWITH 4.5 COMB. SIDEWALK-TYP. 9+58.00 PIVC FL 349.85 Q� QQ� S 89-27'16';-E- d 11 CONST. TYPE B' CURB &GUTTER 12 ?x 13 p 14 S 89'27'16" E 15 16 �� INSTALL WI -7 9+52.23 POW FL 349.78 (5.77 RT.) Q° ® FL N WIrH 4.5 COMB. SIDEWALK-TYP. �'� c4 L x'��. WITH BMI-3 MARKER 9+65.23 EyC FL,349.74 6g,,42k� �w ©W W �+ SCALE: HORIZ. 1" = 50' VERT. 1 " = 2' 23.55 RT.) s 22 U /w A A � H 6 9x61' 5.�1 I i a I I M �°` 2z d M �s� s �s� sl 5I (�a s �a sl � Q Z �NNS MJgr 9 c' TTP.TI?. 100cu 15[55 56 TlP.T1P. 5� 58 �59�u-I.i. 3 � O> 00 (11 O\ 3 3 RI Ol � A A 1 2 1 � o A A o � 1 30 �$ cn er v- U �i M M M M Ri + + u+.� M M 7`� °' a Nui SEE SHEET 13 N N SEE SHEET 15 m o o � ,., m� o o � o N M moo: o �- + m W z m + 7 m W Z w o ¢ c4s rn � Q r o C4 co Z§ o� Q NOTE: CONSTRUCT STREET SECTION PER TYPE "A" LOCAL STREET SECTION ON SHEET 2. /_i r /i ViA UNIT 2 10 11 12 13 ■� � = � � .��I��■��. ' � -=mow■■► �, . IDENTICAL r� ■ 4i'.�■ moi■ w m 8 14 15 16 --- -- ---- - - - - fi------------- •= ©1d � T ui '� cn - w t-_ --- ---- ---- ---- ---- ----- ------------------- 1121 --- ---- ----- 1121 ce 4g,4FESSIOE. �r� w No. 35473 9/30/07 'IV ��9 CIVIti N- OF ROBERT E. SMITH RCE 35473 0.--/, DATE V11UL'11 l w&" lil SHEET 14 OF 22� S IEETS 351 350 349 348 351 350 349 348 NO. '35473 rn 41ECC0:.)Rk'O�K' t��T a' ()f CA07v DATE_, LEGEND • STD, CITY MONUMENT ENCASEMENT PER COB STD ST -13 CTO BE CONST, OR EXISTS AS NOTED) STD, STREET LIGHT - 9500 LUMEN PER CO STD ST -14 + STD, CITY STREET NAME SI5N PER COB STD T-1 l� STD, WHEEL CHAIR RAMP PER C.B.B. STD, ST -19 AND J AS REVISED CAL TRANS STD ST -4884 + C DRIVEWAY PER COB STD ST -4 AND T-12 -f- TYP, SEWER MAIN & MANHOLE TYPE 'A' PER COB STD SW -4 •- TYP, SEWER MAIN & CLEANOUT PER COB STD SV -6 -�- TYP, TYPE %f CATCH BASIN PER COB STD B-14 -O- TYP. STORM DRAIN & MANHOLE TYPE 'A' PER COB STD SV -4 i TYP. STORM DRAIN & MANHOLE TYPE 'A' PER COB STD SV -4 V11UL'11 l w&" lil SHEET 14 OF 22� S IEETS 351 350 349 348 351 350 349 348 I i i I I V11UL'11 l w&" lil SHEET 14 OF 22� S IEETS 351 350 349 348 351 350 349 348 FLOWLINE CURVE DATA CURVE DELTA ANGLE TANGENT RADIUS LENGTH 'eOFESSIO 1 90'00'00' 20.0000 20.0000 31.42' 2 90'00;00' 20.0000 20.0000 31.42: �c�,��'4o��gT 3 90'0000 20.0000 20.0000 31.42 - i 4 90'00'00" 120.0000 120.0000 31.42' w No. 35473 r� 9/30/07 ROBERT E. SMITH RCE 35473 DATE CIVIL CF CALZ'04 � J W 00 � o 45 -4w M oo Of �Q 'RECORD DRAWING" I�- � '�� !tj. mr , Z! � z0. 0 o sJI ECT ORS ZC::i18 u, M 3 DATE -2 SEE Tz—ZSEE SHEET 16 m w M m SEE SHEET 12 �• 10 20 20 10 $ o N � SEE SHEET 14Eg Go C4 m 10 20 0 10 �o Q?0 f S.SI 99 45 5 m O 5 m Z to W 5 4 `�� Q x ?'n 17-4. 3 3/ /-.z t�NGi� 4�59 W r /'l O C� W �V � IVO. i �:,Q�a3. � 3J � W CONST. TYPE "B' `ri iU^ /� CONST TYPE B CURB k GUTTER `� ^ F-- i--- LII_ z Exp. 9 ;'30-17 33 mWITH 4.5 COMB. z Z-- CURB &GUTTER "r .c•,WITH 4.5 COMB.i SIDEWALK—TIP. R/W R/W SIDEWALK—TYP. N I'll 7� �I9 C'1\L � X co "' ao 5 � J T�QF"r4�`�� I�d��E � �o ��� rC2 o FL ®X� o N 00'32'44" E 11 FL 1� 13 Sp 14 N 00'32'44" E 15 I o — L EGEND INSTALL WI -6 (LTRACT BOUNDARY TRACT BOUNDARY • STD, CITY MONUMENT ENCASEMENT PER COB STD ST -13 INSTALL WI -7 INSTALL WI -6 (R) WITH OMI -3 MARKER WITH GM1-3 MARKER WITH 11MI-3 MARKER CTO BE CONST. OR EXISTS AS NUTEB) SEE SHEET TWO FOR SEE SHEET TWO FOR STD, STREET LIGHT - 9500 LUMEN PER COB STD ST -14 OFFSITE SLOPE INFO OFFSITE SLOPE INFO + STD, CITY STREET NAME SIGN PER CDB STD T-1 l� STD, WHEEL CH4IR RAMP PER C17B, STD, ST -19 AND AS REVISED CAL TRANS STD ST -4884 NOTE: CONSTRUCT STREET SECTION PER TYPE "A" d f DRIVEWAY PER COB STD ST -4 AND T-12 LOCAL STREET SECTION ON SHEET 2. -o- T YP, SEVER MAIN & MANHOLE TYPE '4' PER COB STD SV -4 IAYTFAVEYUE�-- TYP, SEVER MAIN & CLEANOUT PER COB STD SV -6 SCALE.- 1 = cJ 0 T TYP. TYPE 'A' CA TCH BASIN PER COB STD D-14 VERT,* 1 = 2$1 Ulvil"S 1AND 2 <> RCP V/RGJ CL III MANHOLE TYPE 'A' PER COB STD SV -4 sn. RCP W/RGJ CL III STORM DRAIN PIPE AS NOTED 10 11 12 13 14 15, 16 351 -- 350 , ---- 349 --- 348 ---- k 31 C> r - ON 4 I i � 351 --�____----;----------------�-----�-----------�-.- i 350 -- --------�-----------�---------�---------- 349 , -- --------�---------- �------ - -- 348 I WV1 VA Al SHEET 15 OF 22 SCALE: 351 350 349 348 347 346 15 N 7512'43" W f 22 DW C 22 DW 16 N 80`14'21" E on m N Q-)iN PRC FL 348.17 1Qi 5 5 N m$ o BC GB FL 348.13 cm 1 20 0 1 m �} ^" o m O O SEE SHEET 17 !�t! of 0 Zm to W W NOTE: CONSTRUCT LOCAL STREET C3� � IT SECTION PER TYPE "A" ON ON SHEET 2. 3 3 a C7 Z i FLOWUNE CURVE DATA - d33 W STD, M 1 20 5 0 1 e W 6— CURVE DELTA TANGENT RADIUS LENGTH ce M r� O m .r- O AS 3 3 c� mi cmo � Z J 10 22'25'35" 6.94' 35.00' 13.70' cl Z CD QD - SEE SNIFFY 15 TYP, TYPE 'A' CA TCH BASIN PER COB STD D-14 <> W 2 13451'11" 202.06' 84.00' 197.70' w � A 4� I I o z O �3 90'00'00" 35.00' 35.00' 54.98' 9 0 S 89'27'16" E ------- -------- INSTALL WI -6 V ® 22'2535" 6.94' 35.00' 13.70' WITH 041-3 MARKER ___------a-___ --- ------- - 348 90'00'00" 20.00' 20.00' 31.42' ---- -_ 00 ----------------�------- f 6 90'00'00" 20.00' 20.00' 31.42' M �7 90'00'00" 20.00' 20.00' 31.42' --- " m M W N m --- -------- 8 90'00'00" 20.00' 20.00' 31.42' � w 8 3 , �9 90'00'00" 20.00' 20.00' 31.42' a W m -------------�----- N re) W A A pp 3QW O et pp O Q N N a ------ a� 0 3n - SEE SHEET 13 --------;----- - 0 P - 346 ----- N I N. W 11 ply 201.1. �� ll� pl cO i + I o SCALE: 351 350 349 348 347 346 15 N 7512'43" W f 22 DW C 22 DW 16 N 80`14'21" E on m N Q-)iN PRC FL 348.17 1Qi 5 5 N m$ o BC GB FL 348.13 cm 1 20 0 1 m �} ^" o m O O SEE SHEET 17 !�t! of 0 Zm to W W NOTE: CONSTRUCT LOCAL STREET C3� � IT SECTION PER TYPE "A" ON ON SHEET 2. 3 3 a C7 Z HORIZ. 1" = 50' U---N-i _T 2 VERT. 1 " = 2' 10 11 12 13 14 15 I Z cs Lu--_- EX GROIJND__�g Cl i -- - - - - - - - - ----- --- ---- --- ---- --- -- - ---- { +0.34% - +0.3 o i3, 7 -0.573% % 197. 0VE .C. 31.42 _ M ON CUR 31,42 r- rM CV �j+-- — I 9R7 ap O.C. ad W m v U a ¢ C) ullo Z5m + r to • 1 + cs W - r � 351 3481------ --qd- ON C RVE M ----- •98 m M - ­ r %Ju I// 11—u INEm c� 347 ---- m 346 ------ - m m --- pW M — 0 m CD 17 v 4gOFESSI04 `Q� w No. 35473 9/30/07 oCIVIl�����~� F CAL QR�9 F ESS/0`y, E. Li Nc.35473 Exp. 9-30-17 �r t 1411, gTFc i. cuF� —4 z L�z ROBERT E. SMITH RCE 3.` AS-dm/L't �NL'� 33io� T;_;C,(Y'D DRAWWln C0-Wif_-CTt0NS) Olt. �` � i LEGEND - d33 W STD, M 1 20 5 0 1 e W 6— SEE SHEET 19 M U C > Li ce M r� O m .r- O AS 3 3 c� mi cmo � Z J -�- N N OO �-- TYP. cl Z CD QD - SEE SNIFFY 15 TYP, TYPE 'A' CA TCH BASIN PER COB STD D-14 <> W 1011 30 COB STD SW -4 DI� PI TYP, STORM DRAIN & MANHOLE TYPE 'A' PER w � A 4� I I o z O cQ 9 0 S 89'27'16" E ------- -------- INSTALL WI -6 V � 349 _-------- ui WITH 041-3 MARKER HORIZ. 1" = 50' U---N-i _T 2 VERT. 1 " = 2' 10 11 12 13 14 15 I Z cs Lu--_- EX GROIJND__�g Cl i -- - - - - - - - - ----- --- ---- --- ---- --- -- - ---- { +0.34% - +0.3 o i3, 7 -0.573% % 197. 0VE .C. 31.42 _ M ON CUR 31,42 r- rM CV �j+-- — I 9R7 ap O.C. ad W m v U a ¢ C) ullo Z5m + r to • 1 + cs W - r � 351 3481------ --qd- ON C RVE M ----- •98 m M - ­ r %Ju I// 11—u INEm c� 347 ---- m 346 ------ - m m --- pW M — 0 m CD 17 v 4gOFESSI04 `Q� w No. 35473 9/30/07 oCIVIl�����~� F CAL QR�9 F ESS/0`y, E. Li Nc.35473 Exp. 9-30-17 �r t 1411, gTFc i. cuF� —4 z L�z ROBERT E. SMITH RCE 3.` AS-dm/L't �NL'� 33io� T;_;C,(Y'D DRAWWln C0-Wif_-CTt0NS) Olt. �` � i LEGEND - d33 Qj STD, M 1 20 5 0 1 e W 6— SEE SHEET 19 M U C > Li ce M Q O m .r- d W AS REVISED CAL TRANS STD ST-A88A Wu') T -------�-----..----�--- -�- TYP, SEVER MAIN & MAW X E TYPE 'A' PER `Q v �-- TYP. SEVER MAIN & CLEANOUT PER COB STD Z —*— TRAFFIC CONTROL SI6N — AS NUMB - 7- TYP, TYPE 'A' CA TCH BASIN PER COB STD D-14 <> TYP, STHRM DRAIN & MANHULE TYPE 'A' PER COB STD SW -4 S.D. TYP, STORM DRAIN & MANHOLE TYPE 'A' PER HORIZ. 1" = 50' U---N-i _T 2 VERT. 1 " = 2' 10 11 12 13 14 15 I Z cs Lu--_- EX GROIJND__�g Cl i -- - - - - - - - - ----- --- ---- --- ---- --- -- - ---- { +0.34% - +0.3 o i3, 7 -0.573% % 197. 0VE .C. 31.42 _ M ON CUR 31,42 r- rM CV �j+-- — I 9R7 ap O.C. ad W m v U a ¢ C) ullo Z5m + r to • 1 + cs W - r � 351 3481------ --qd- ON C RVE M ----- •98 m M - ­ r %Ju I// 11—u INEm c� 347 ---- m 346 ------ - m m --- pW M — 0 m CD 17 v 4gOFESSI04 `Q� w No. 35473 9/30/07 oCIVIl�����~� F CAL QR�9 F ESS/0`y, E. Li Nc.35473 Exp. 9-30-17 �r t 1411, gTFc i. cuF� —4 z L�z ROBERT E. SMITH RCE 3.` AS-dm/L't �NL'� 33io� T;_;C,(Y'D DRAWWln C0-Wif_-CTt0NS) Olt. �` � filyllicrAw '"m • ONA 0 11 it It it . i LEGEND STD, CITY MONUMENT ENCASEMENT PER CB STD ST -13 (TV BE CONST, OR EXISTS AS NOTED) STD. STREET LIGHT - 9500 LUMEN PER CUB STD ST -14 -f - STD. CITY STREET NAME SIGN PER COB STD T-1 l� STD, WHEEL CHAIR RAMP PER C17.B. STD, ST 19 AND J AS REVISED CAL TRANS STD ST-A88A f DRIVEWAY PER CUB STD ST -4 AND T-12 -------�-----..----�--- -�- TYP, SEVER MAIN & MAW X E TYPE 'A' PER CUB STD SV -4 �-- TYP. SEVER MAIN & CLEANOUT PER COB STD SW -6 —*— TRAFFIC CONTROL SI6N — AS NUMB - 7- TYP, TYPE 'A' CA TCH BASIN PER COB STD D-14 <> TYP, STHRM DRAIN & MANHULE TYPE 'A' PER COB STD SW -4 S.D. TYP, STORM DRAIN & MANHOLE TYPE 'A' PER CB STD SV -4 filyllicrAw '"m • ONA 0 11 it It it . i -------�-----..----�--- i -_---- 351 - ---.--�--------- ----- ------ - 350 ------- -------- ------- � 349 _-------- ___------a-___ --- ------- - 348 ---- -_ 346_ ----------------�------- f r if ------�-------- --- ---- - 351 ------�-------� --- -------- 350 - ----- , -------------�----- ------ - 349 -- - ------ -----------�--- - 347 --------;----- - m;Iff P - 346 ----- filyllicrAw '"m • ONA 0 11 it It it . 20 CE 22' DW - - 22' DW 21 Cl �,,0og 4gpFESSIp� t— z �� �gT E. S �l w No. 35473CD r� Z A A �4Z�� m a 9/30/07 ROBERT E. SMITH RCE 35473 DATE O q- UJ ti m 3M0 000 LO C�oI7 + m 3 3 LO SEE SHEET 18 � CD m T " v + + �, uj N ;Y, s��� CIVIL 4�~� 2M� 20 ct o r �'� r � OF C I'll CO clu c0- ­ 15 N Z__ 0 i i /w . *, '0 Q Gas/ uj 17 16 +OJ= +_ 0 18 -Ty#. 14 'RECMD DRAWN -1 S O gg 3 12 �°'� ���T. s �9�Fy CORRECTIONS 8'��`:�� 18 S.D 11 N _ �.D � 12 18' S.D O� No. 35473 y DA SEWER 00W.. � -B-CM & cur�x O S 00'3244 W c 5 cows soewauc-nr N CO FL 73216 t? 12+78.20 1 Exp. 9-30-17 "31 r- I`, 22' DW Civ11 Cam .15 Raw A A ©1 to S 14'06'40° E �OF>�p}tc�r LEGEND SEE SHEET 18 STD. FLOWUNE CURVE DATA CTO CURVE DELTA TANGENT RADIUS LENGTH 10 90'00'00' 20.00' 20.00' 31.42' 2 90100'00' 20.00' 20.00' 31.42' 3 22'25'35" 6.94' 35.00' 13.70' 4 134'51'11" 202.06' 84.00' 197.70' �5 22'25'35" 6.94' 35.00' 13.70' © 90'00'00" 35.00' 35.00' 54.98' 20 CE 22' DW - - 22' DW 21 Cl �,,0og 4gpFESSIp� t— z �� �gT E. S �l w No. 35473CD r� Z A A �4Z�� m a 9/30/07 ROBERT E. SMITH RCE 35473 DATE O q- UJ ti m 3M0 000 LO C�oI7 + m 3 3 LO SEE SHEET 18 � CD m T " v + + �, uj N ;Y, s��� CIVIL 4�~� 2M� 20 ct o r �'� r � OF C I'll CO clu c0- ­ 15 N Z__ 0 i i /w . *, '0 Q Gas/ uj 17 16 +OJ= +_ 0 18 -Ty#. 14 'RECMD DRAWN -1 S O gg 3 12 �°'� ���T. s �9�Fy CORRECTIONS 8'��`:�� 18 S.D 11 N _ �.D � 12 18' S.D O� No. 35473 y DA SEWER 00W.. � -B-CM & cur�x O S 00'3244 W c 5 cows soewauc-nr N CO FL 73216 t? 12+78.20 1 Exp. 9-30-17 "31 r- I`, 22' DW Civ11 Cam .15 Raw A A ©1 to S 14'06'40° E �OF>�p}tc�r LEGEND SEE SHEET 18 STD. CITY MONUMENT ENCASEMENT PER COB STD ST -13 CTO BE CONST, OR EXISTS AS NOTED) .a m� STREET LIGHT - 9500 LUMEN PER CO STD ST -14 o STD. � � STD, STREET NAME SIGN (METRO) PER COB STD T-1 W W WHEEL CHAIR RAMP PER C.OB, STD. ST -19 AND c J a REVISED CAL TRANS STD ST-A88A + C DRIVEWAY PER COB STD ST -4 AND T-12 -�-- ct SEVER MAIN & MANHOLE TYPE 'A' PER COB STD SV -4 �- TYP. SEVER MAIN & CLEANOUT PER COB STD SV -6 Z TYP. TYPE 'A' CATCH BASIN PER COB STD D-14 -O- TYP. STORM DRAIN & MANHOLE TYPE 'A' PER COB STD SV -4 ST, TYP, STORM DRAIN & MANHOLE TYPE 'A' PER COB STD SV -4 U ZNZ W ydy,.� 00 C]� oLq 100, IK M 3 MO +m J o 4J. NOTE: CONSTRUCT STREET SECTION PER TYPE "A" LOCAL STREET SECTION ON SHEET 2. SEE SHEET 16 0 W J 0 22' 1S 10"28577"" W PRC GB FL 348.81 EC FL 348.77 • STD. CITY MONUMENT ENCASEMENT PER COB STD ST -13 CTO BE CONST, OR EXISTS AS NOTED) .a STD. STREET LIGHT - 9500 LUMEN PER CO STD ST -14 + STD. CITY STREET NAME SIGN PER COB STD T-1 + STD, STREET NAME SIGN (METRO) PER COB STD T-1 STD, WHEEL CHAIR RAMP PER C.OB, STD. ST -19 AND AS REVISED CAL TRANS STD ST-A88A + C DRIVEWAY PER COB STD ST -4 AND T-12 -�-- TYP. SEVER MAIN & MANHOLE TYPE 'A' PER COB STD SV -4 �- TYP. SEVER MAIN & CLEANOUT PER COB STD SV -6 mr TYP. TYPE 'A' CATCH BASIN PER COB STD D-14 -O- TYP. STORM DRAIN & MANHOLE TYPE 'A' PER COB STD SV -4 ST, TYP, STORM DRAIN & MANHOLE TYPE 'A' PER COB STD SV -4 SCALE: H ORI Z. 1" = 50' UYIT 2 VERT. 1" = 2' 10 11 12 1 3 14 a F I i I -0sL_ — — __— — �-- ----- — ----- — ---- -- 350--- -- _ — — ------ -----_-- —f--------- 349 ------ ---- -- —— +0. 343 I — -- —�-------- —----------- ---- ------ 197.7 ON CURVE O.C.348 r� -- --- ---- --- —+--- - ------ - -- — — 34 7 ------ E22 a r,, $ W� Li LW` - M m ai U a- anen i W O o r. r i i -------- i ._.....- - -- -'------------�----------- ----- -_.-_--. ' 350 ------ ---------------- — — ---- -----349 349 --------- +— — --�---- --- ---------- ------------�------ ---- --- — . — -- ----- ---- ------ — — —rt------ — — -- -----------�------------ ---------�---- 348 -------- -- '� 1.42 UN CURVE —a21 +0.250x — - --- j ----�------------ _-- _ -- - ---- -- -------- ------------ ----- ON i — 347 ------- � mi �� -- —�-- � �--- m — ---` mO 0 0 MM O W - i d' Ile4. - --- ------------ ---*---1i1-ii--- ----__. - � N r- _-..- -- ------- - - --- - -- - -- - -- --- ------ 1 - ---- --- - - ---1-------- - - --- ---- �—-s�z�__, SHEET 1 OF 22 350 349 348 347 350 349 348 347 �. X331 ��._. a SCALE. 351' 350 `-- -- 34 348; T_ 351---- - 350 ------ 349 !------ - 348 ---- FLOWLINE CURVE DATA LiTlyps, 21 1$ TYPq22 CURVE DELTA TANGENT RADIUS LENGTH 1 90.00'00" 20.00' 20.00' 31.42' (1) 90'00'00" 20.00' 20.00' 31.42' 53 90'00'00" 20.00' 20.00' 31.42' 4) 90'00'00" 20.00' 20.00' 31.42' (55— 22-25'35" 6.94' 35.00' 13.70' © 134'51'11" 202.06' 84.00' 197.70' 57 22'2535" 6.94' 35.00' 13.70' ® 90.00'00" 35.00' 35.00' 54.98' SCALE. 351' 350 `-- -- 34 348; T_ 351---- - 350 ------ 349 !------ - 348 ---- Lu CZ, Q r CI C] r. W M M SEE SHEET 19 m N 10 20 0 10 W � 31Go a A a m 5 22' DW M ce U (U N CU P7 n �, �, �, o `g Sj EC 0 FL 349.18 ui �' SEE SHEET 17 n to A A A Q r W C> � w � N ti co `�' � o PRC FL 349.15 r 10 20 0 10 0+ w N N ti N M � CD ��5��� 39 38 2 37 36 � M 3 5 ��5- 34 Q m SS$'�6'41'W �I M 4 O 1 TYP. TYP � � � � �z' Dw 5 � I'll, R/W 30 N 5 r- 19 0' >>� I L ® 6 S 633 ' `� 0 S 89'27'16' E 8'MIER S 89'27'16 E 8" SEWER IllO S 89'27'16" E (� 22' DW E 13 -Fl"' 16 11 �o� ; O• -- 12 N L 18' S 6. 73220..'l`r vci N 15 29 x o� 3 pj A Ou 019 3 /W A ti 20 LiTlyps, 21 1$ TYPq22 3 q cR'u 23 3 Q cNu -,24 Z %d M (L N � W �m Ac> z o 18 ;;D R/W L 6" SEWER a CONSTRUCT CL _ BARRICADE WITH S 89'27'16" E W-31(CA)/OM4-3 1��Q CD H UEil Lu CZ, Q r CI C] r. W M M SEE SHEET 19 m N 10 20 0 10 W � 31Go a A a m 5 22' DW M ce U (U N CU P7 n �, �, �, o `g Sj EC 0 FL 349.18 ui �' SEE SHEET 17 n to A A A Q r W C> � w � N ti co `�' � o PRC FL 349.15 r 10 20 0 10 0+ w N N ti N M � CD ��5��� 39 38 2 37 36 � M 3 5 ��5- 34 Q m SS$'�6'41'W �I M 4 O 1 TYP. TYP � � � � �z' Dw 5 � I'll, R/W 30 N 5 r- 19 0' >>� I L ® 6 S 633 ' `� 0 S 89'27'16' E 8'MIER S 89'27'16 E 8" SEWER IllO S 89'27'16" E (� 22' DW E 13 -Fl"' 16 11 �o� ; O• -- 12 N L 18' S 6. 73220..'l`r vci N 15 29 x o� 3 pj A Ou 019 3 /W A ti 20 LiTlyps, 21 1$ TYPq22 3 q cR'u 23 3 Q cNu -,24 Z %d "5 " (L N � W 28 rn v° /W n M o ��5�� 26 �� ��� �„ 2 5 TYP. TYP�` LL-eu) X10 20 0 10 N V\ZX27 ✓�� 0 0 0 ¢^ �, �, + M M SEE SHEET 20 M M a °� M d o �N m 1� J W q� O b (y O O L X mm vi u Wm U v: C.7 a 0:5t 7 ...J mco + + a. r v%Wa. .. .. + U �¢ mW �. mM W s o a M rn N♦ �'�� OO d' O 1l W �, r to N to -F Q mut - 7= P'S 1' Z W O ULoa SM�mp � re) Ill e cN NOTE: CONSTRUCT STREET SECTION PER TYPE "A0 LOCAL STREET SECTION ON SHEET 2. CO UYT FLEET XA Y v VESSIOI �o��,g`�f� CQ w No. 35473 9/30/07 ��9T�, OOIVILI�o4$~� F CAL ROBERT E. SMITH RCE 35473 145-QoiL/ �.2 O/uG� 6"-;31 R�(I ESS;Q✓q No. 35473 x Up. 9-30-17 FFt)- CAi�r� LEGEND • STD, CITY MONUMENT ENCASEMENT PER COB STD ST -13 CTO BE CONST, OR EXISTS AS NOTED STD, STREET LIGHT - 9500 LUMEN PER COB STD ST -14 -f - STD. CITY STREET NAME SI6N PER COB STD T-1 STD, WNSEL CHAIR RAMP PER C.OB, STD, ST -19 AND AS REVISED CAL TRANS STD ST -4884 4! C DRIVEWAY PER COB STD ST -4 AND T-12 -� TYP, SEVER MAIN & MANHOLE TYPE 'A' PER COB STD SV -4 �— TYP. SEVER MAIN & CLEANOUT PER COB STD SV -6 -i- TYP, TYPE '4' CATCH BASIN PER COB STD D-14 -O- TYP, STROM DRAIN & MANHOLE TYPE '4' PER COB STD SV -4 sn. TYP. STORM DRAIN & MANHOLE TYPE '4' PER COB STD SV -4 DATE HORIZ. 1" = 50' UNIT 2 VERT. 1" = 2' 10 11 12 13 14 15 1 6 17 5— — - ---- --- ----------- - ---- ------ ---- -t-- -- LO ui ��-_ - -----------�--------,-_____ --__ 351 Ell v- -- � -- - ------------ - � - ------ 350 _ - — --- __--.�------------� ---- ------ 349 �aR - ------- .764X o; ON cuRVE. a; - ---------------;-----------�----- ` 348' ON CURVE "'� �-._'`r— - ---- --------+---------__+--- ------- A Lo - - — — --- --- - — - --- o m U - --- ----- `` —----- — -- Ee U r i W c- — M r — - -------�— �� ----- Go + " - — - - --- -- _-- ----t- --- ----- -- r J - t - --- - ---- ---- ---- ------ Al 351 J- -- - ---- -- — -- fi----------�------ ---- -- _�,� - -----------�-------------.�..---- ------ 350 C. o.� +0.5�—�—+o.2o4x - ---------------_ ____--- --- — --- --- 349 z- ------ —--------- ---- - - v (" aj1CUR rn 31 + 197.70' of O.C. pi i - — — ----- — _�r ---- M M - --- ---- -� - -- ------ - - -- 348 N MM71TT14— - M A r � sal' � - - -------- i --------- ---- E� A o A S-,,; M M — c, m - --- -------------- --- — _------- J J mm - -i-- --^- - - C.i C7 C 9 U m U W --- — O O� m m 00 Lo m 4 - r -- - --- ----- ---- - ---- ---- -- ------ O � M rn --i--- - ---- --- - ------ 1 ----- LL r UQA _ -- -_-5-__-_-- smilb TPA -4-- TDArT will wwrvm -- I — '— SHEET 18 OF 22 S EETS V 'e� SCALE: H ORI Z. 1" = 50" VERT. 1 " = 2' 351 350 349 348 3 3 -- - -- 350 -- 349 ------ 348 - - U m N FLOWUNE CURVE DATA c:j CURVE DELTA TANGENT RADIUS LENGTH 11 221535" 6.94' 35.00' 13.70' ( 134'51'11' 202.06' 84.00' 197.70' 3 22'25'35" 6.94' 35.00' 13.70' 4 90'00'00" 20.00' 120.W 31.42' 5 90'00'00" 20.00' 20.00' 135.00' 31.42' © 90'00'00" 35.00' TYP. 54.98' SCALE: H ORI Z. 1" = 50" VERT. 1 " = 2' 351 350 349 348 3 3 -- - -- 350 -- 349 ------ 348 - - U m N 35 73218 �' z, c� M 34 47 r FL CONST. TYPE B' CURB & GUTTER O 11 mm 4.5 9. SIDEWALK—TYP. 12 cV rn W c:j CTD BE CONST. OR EXISTS AS NOTED) STD. ~E2Z It M W M �c: M a STD, SEE SHEET 16 °°1 M N V V W SEE SHEET 18 m 0 1 25 1 200 SEWER MAIN & MANHOLE TYPE '4' PER 1d �— TYP, SEVER MAIN & CLEANOUT PER COB STD SV -6 -�- TYP. TYPE 'A' CA TCH BASIN PER COB STD D-14 5 TYP. STORM DRAIN & MANHOLE TYPE '4' PER COB STD SV -4 r3 � TYP, STORM DRAIN & MANHOLE TYPE '4' PER COB STD SV -4 h ' 22' Du BC GB FL 348.72 W O 2PRC FL 34&756 co 27 co q nW O � �g7222, C� 6 35 73218 �' z, c� M 34 47 r FL CONST. TYPE B' CURB & GUTTER O 11 mm 4.5 9. SIDEWALK—TYP. 12 cV rn STD. c:j CTD BE CONST. OR EXISTS AS NOTED) STD. STREET LIGHT — 9500 LUMEN PER COB Os CDCl M CITY STREET NAME SIGN PER COB STD T-1 N STD, SEE SHEET 16 °°1 M N V V W 20 1 0 1 N Z"co r!., CA 28�-R/W tp N M� 00 �32��5A� 3 � Go A ti=1 007; � 0 1 N N CZ.I m J 3 0 Ee ce 0 0 o N Es SEE SHEET 16 0� cz a- W '� p N U W glC +00 8 m0 r NOTE: CONSTRUCT STREET SECTION PER TYPICAL —1C/ LOCAL STREET SECTION ON SHEET 2. 51 o: M9 22' Du 50 49 CE 22' Du V ~ � 22' Du 48 FUNNY CIjOE DSI VE UNIT 2 11 12 10 r 1 ii 1 c• 1 1 r 1 #1 ii If n ii r 13 14 vgOFESSi w No. 35473 9/30/07 1 ' civil,, il,, 0'p F CALXI 01/ ROBERT E. SMITH RCE 35473 DATE FESStO�a� AS'CJ�/L�,�J L L 4 J r No. 35473 Exp. 9-30-17 C10 - OF C� �. LEGEND • STD. CITY MONUMENT ENCASEMENT PER COB STD ST -13 CTD BE CONST. OR EXISTS AS NOTED) STD. STREET LIGHT — 9500 LUMEN PER COB STD ST -14 + STD, CITY STREET NAME SIGN PER COB STD T-1 a STD, VHEEL CHAIR RAMP PER CB, STD, ST -19 AND P AS REVISED CAL TRANS STD ST 4884 f DRIVEWAY PER COB STD ST -4 AND T-12 —�- TYP. SEWER MAIN & MANHOLE TYPE '4' PER COB STD SV -4 �— TYP, SEVER MAIN & CLEANOUT PER COB STD SV -6 -�- TYP. TYPE 'A' CA TCH BASIN PER COB STD D-14 -O- TYP. STORM DRAIN & MANHOLE TYPE '4' PER COB STD SV -4 s.D. TYP, STORM DRAIN & MANHOLE TYPE '4' PER COB STD SV -4 SHEET 1q OF 22 351 350 349 348 351 350 349 348 a SCALE: HORIZ. 1" = 50' VERT. 1 of = 2' 24 -r L C> 10+00.00 S 00.32'44' W `V — I — CONST. TYPE "B" CURB & GUT7ER(=> �I WITH 4.5 COMB. SIDEWALK-TYP. N rI W � J M C" tJi z M V m SEE SHEET 18 NW1 20 0 11 5kr X11= X1160 .. "-R/W o E-4 M 25 z M 1 20 0_LLLl m m G2 SEE SHEET 18 oco C C> rn O M W J Z 0 U NOTE: CONSTRUCT STREET SEC110N PER TYPE "A" LOCAL STREET SECTION ON SHEET 2. 4gOFESS10N9 C-5 No. 35473 9/30/07 oCIVIL I�o4��� F CAL E. 38 'RE f D DRQ, : L N0.35473 :13 22' Du Exp. 9-30-17 - COZRE t S N ': / M � 22' Du 37 LEGEND - - 36 j 22' Du D 35 AFLEET ALEX XA Y UNIT 2 ROBERT E. SMITH RCE 35473 • FLOWLINE CURVE DATA CURVE DELTA I RADIUS TANGENT I LENGTH 16 90'00'00" 20.00' 20.00' 31.42' ( 90'00'00" 20.00' 20.00' 1 31.42' SCALE: HORIZ. 1" = 50' VERT. 1 of = 2' 24 -r L C> 10+00.00 S 00.32'44' W `V — I — CONST. TYPE "B" CURB & GUT7ER(=> �I WITH 4.5 COMB. SIDEWALK-TYP. N rI W � J M C" tJi z M V m SEE SHEET 18 NW1 20 0 11 5kr X11= X1160 .. "-R/W o E-4 M 25 z M 1 20 0_LLLl m m G2 SEE SHEET 18 oco C C> rn O M W J Z 0 U NOTE: CONSTRUCT STREET SEC110N PER TYPE "A" LOCAL STREET SECTION ON SHEET 2. 4gOFESS10N9 C-5 No. 35473 9/30/07 oCIVIL I�o4��� F CAL E. 38 'RE f D DRQ, : L N0.35473 :13 22' Du Exp. 9-30-17 - COZRE t S N ': / M � 22' Du 37 LEGEND - - 36 j 22' Du D 35 AFLEET ALEX XA Y UNIT 2 ROBERT E. SMITH RCE 35473 • STD. CITY MENUMENT ENCASEMENT PER COB STD ST -13 ITV BE CVNST, L7R EXISTS AS NOTED) STD. STREET LIGHT - 9500 LUMEN PER CHB STD ST -14 -f - STD, CITY STREET NAME SIGN PER CSB STD T-1 STD, WHEEL CHAIR RAMP PER C.R.B. STD. ST -19 AND AS REVISED CAL TRANS STD ST-A88A C DRIVEWAY PER CHB STD ST -4 AND T-12 -�- TYP. SEVER MAIN & MAWKE TYPE 'A' PER CHB STD SV -4 �-- TYP. SEVER MAIN & CLEANOUT PER COB STD SV -6 -i- TYP. TYPE 'A' CATCH BASIN PER COB STD D-14 �- TYP. STHRM DRAIN & MANHHLE TYPE 'A' PER CHB STD SV -4 SD TYP. ST©RM DRAIN & MANHOLE TYPE 'A' PER C17B STD SV -4 0,-Ie- DATE ,/D-DATE 10 11 12 4 f S ; r —--------- --- 1 350 �---- -- - --� - -- - - �---------------- 350 , -- - --- --- --- —= Ir— _------- I if 73---- - - - - ------ -- -- -- -- 349 �------ � � z --- — ----�--------- ---- ---- --- ------=------------,------------- 349 t ! c» ON C RVE 348 �-------- -- --- ----- - �--- - M � � 348 347 �------ - - —------- ------ - -------- ------------------ -- 347 ci 00 w f WLI A t LH i -------------- ------------- --------------------- I -------------- : --------- - -- -- --- 350 r -;---- -- ---�_--------- - ------------------------�---------- -- 350 349_, _ 349 ago 31 348 -- - - �----- — � � VE � - ----- --- - ---- --- - - - 348 - - --- __j M -- -- 347 ---- — - -�-- -- - --- — - -- - . - - - -- -- - ----- 347 m f WL Ift f Poob *-INA GO LLJ , ith -- t-1-Y-C_f/--- P 0 R A_- --__-_ RAC T _ _ Asy 1 SHEET 2 OF 22 S EETS 4 a i I I NOTES: STATION FROM 11+43.41 12.00' 11+50.93 11.81 11+58.43 11.25 11+65.93 10.31 11+73.43 PAINT 12' LIMIT LINE USING THERMOPLASTIC PIAINT PER F N 12+03.43 3.00 12+10:93 CALTRANS STANDARD SPECIFICATION 8010-21C-19. 12+18.43 .75 ^ .19 12+33.41 0.00 30.04' 30.00' 47.17' Q 7B-1 18-2 0 VARIES R -4(1.2m) MIN. ! (1'2m) cV v O O O O O00 18-3 (Comm M) .-. 00 CV mm J N C.4 N v ^ H O CA O O O ~¢ p W J O IQ- O Ce O -� CD p v ^ �- N i I Oi i O O O O M J O p OO -c) W 0 I t70 O- �W La N � co N lJ7 O_ O cV O O I ^ M cv Q TABLE a J N Kr N v o o v %,w o` M~ SEE PARABOLIC BAY TAPER M 1 M J rn¢¢ M co M N rn M TABLE I + W W Q I- +- ,�, SEE PARABOLIC BAY TAPER ,�, + N Q D + Q -R- w w to J R� M p�j __j N O J Qi J ss d 12X90 BAY TAPER z "' '"' - J ao¢ d < FQ- 1 -mm z ¢ o o z z + w M¢ + w � + co w m 12X90 BAY TAPER (DETAIL 29) I- z w ¢ o ¢ w W � o + I- co o w ^ o o rn F- W W H- W to W m F- Z H w w CD W co (ntbm Nm NW Nm m Z r -p Z �m QZ C� �l X. DETAIL 22 -- v 11 I I I I I I I SCALE: m L I jDETAIL 3811 10(00 J =DETAIL 29 3 ti 0 uv - VERT. 1 " = 2' 10 11 NORTH I¢- w ¢ m FQ- w � z V) Lu �'' m INSTALL Wi-7 IQ- z WITH OMI -3 MARKER \ Kn m N w C/) m W rn w -- - - - - --- - - - - - - - - - - - - - - - - - - - - S. 89'3244" E. - 12 t3%s 14 15 DETAIL 38 - 16 TRACT BOUNDAR _ _ _ _ 18 19 DETAIL 29 A DETAIL 3 - ' 17 DETAIL 32A0 co I II>> II DETAIL 22 BAY TAPER- @ STATION FROM 11+43.41 12.00' 11+50.93 11.81 11+58.43 11.25 11+65.93 10.31 11+73.43 9.00'- 11+88.43 6.00 12+03.43 3.00 12+10:93 t.69 - 12+18.43 .75 12+25.93 .19 12+33.41 0.00 12 R26(CA) Kr 0 00 � J M N � �W N m DETAIL 38 N I R26 (CA) 13 EAST HOSKING AVENUE Q � � Z W Q oN r Z F- O Ii mz V) Q C4 6.64' R4-7 134 C2 R4- 7 C1 RESTRICTED ACCESS DETAIL TACK 0-N MEDIAN- CURB- 8" -WIDE PER C.O.B. STD T-18 N.T.S. DETAIL 29--, 20 ---------------- - PULL BOX DETAIL 38� - - R26(CA) R26(CA) _ - - - R26(CA) - - - - Rl-1 C R/W � 110 20 20 10 25 26 27 28 29 �M 30 0 n 31 .0- v Z Z m � L �^ SEE SHEET 4 + -' " F ZU-j F- z z N - .=. NOuJ mm H� F¢ - N to_v UEE4ST H 0 SIfIY C 4 E -Y UNIT 1 AND OFFSITE SEE SHEET 3 FOR STREET PLAN SEE SHEET 22 FOR MEDIAN PLAN 15 16 17 18 19, C2P MODEM INTERCONNECT/TERMINAL FLOWLINE CURVE DATA FM AI 24 DELTA TANGENT RADIUS 00 1 89'55'05" 29.96' Ln J 47.08' �2 90'54'30" 30.48' O � 3 89'05'30" '29.53' N W 13 EAST HOSKING AVENUE Q � � Z W Q oN r Z F- O Ii mz V) Q C4 6.64' R4-7 134 C2 R4- 7 C1 RESTRICTED ACCESS DETAIL TACK 0-N MEDIAN- CURB- 8" -WIDE PER C.O.B. STD T-18 N.T.S. DETAIL 29--, 20 ---------------- - PULL BOX DETAIL 38� - - R26(CA) R26(CA) _ - - - R26(CA) - - - - Rl-1 C R/W � 110 20 20 10 25 26 27 28 29 �M 30 0 n 31 .0- v Z Z m � L �^ SEE SHEET 4 + -' " F ZU-j F- z z N - .=. NOuJ mm H� F¢ - N to_v UEE4ST H 0 SIfIY C 4 E -Y UNIT 1 AND OFFSITE SEE SHEET 3 FOR STREET PLAN SEE SHEET 22 FOR MEDIAN PLAN 15 16 17 18 19, C2P MODEM INTERCONNECT/TERMINAL FLOWLINE CURVE DATA FM AI CURVE DELTA TANGENT RADIUS LENGTH 1 89'55'05" 29.96' 30.00' 47.08' �2 90'54'30" 30.48' 30.00' 47.60' 3 89'05'30" '29.53' 30.00' 46.65' 4 90'04'55" 30.04' 30.00' 47.17' 13 EAST HOSKING AVENUE Q � � Z W Q oN r Z F- O Ii mz V) Q C4 6.64' R4-7 134 C2 R4- 7 C1 RESTRICTED ACCESS DETAIL TACK 0-N MEDIAN- CURB- 8" -WIDE PER C.O.B. STD T-18 N.T.S. DETAIL 29--, 20 ---------------- - PULL BOX DETAIL 38� - - R26(CA) R26(CA) _ - - - R26(CA) - - - - Rl-1 C R/W � 110 20 20 10 25 26 27 28 29 �M 30 0 n 31 .0- v Z Z m � L �^ SEE SHEET 4 + -' " F ZU-j F- z z N - .=. NOuJ mm H� F¢ - N to_v UEE4ST H 0 SIfIY C 4 E -Y UNIT 1 AND OFFSITE SEE SHEET 3 FOR STREET PLAN SEE SHEET 22 FOR MEDIAN PLAN 15 16 17 18 19, C2P MODEM INTERCONNECT/TERMINAL BLOCK TB -1 FM AI INPUT PANEL #4 ) MULTIDUCT KNOCKOUTOR UIT SYSTEM WIRE COLOR ASSIGNMENTS PIN FUNCTION WIRE COLOR TB -1 WIRE COLOR MODEM HARNESS INTERCONNECT CABLE A AUDIO IN WHITE TBI -3 WHITE B AUDIO IN BLACK TB1-4 BLACK C AUDIO OUT RED TBI -5 BLACK E AUDIO OUT GREEN TB1-6 GREEN TB -1 = Aix N TB -1 78-1 o Q 7B-1 18-2 0 VARIES R -4(1.2m) MIN. ! (1'2m) 0115-2 IRB -3 (Comm In) WITH EXTENSIONS AND KNOCKOUTS. CONDUIT SHALL BE 18-3 (Comm M) 18-4 (Comm In) mm 18-4 (Comm In) 18-5 (Caron Cut) CONDUIT BETWEEN PULL BOXES SHALL NOT EXCEED 180 18-5 (Comm OU0 115-6 (Comm Out) CONDUIT IS ALLOWED TO BE PLACED 70-6 (comm Out) INTERSECTION SHALL BE INCLUDED- IN ALL INTERCONNECT CONDUIT INTERSECTION LOCATION A UNDER SIDEWALK AREA. LOCATION B IN-TERCONUEGT DETAIL ALONG TRS ASPART O STANDARD STREET IMPROVEMENT. OMISSION OF om R. Starbtxk NTS TRAFFIC SIGNAL () .-r(50rnm) CONDtAT COMMUNICACOMMUNICATION ISIN TME CITYTRAFFICAND LIDS SHALL READ "TRAFFIC SIGNAL" I N rl i� ~: l � � f• a 2-(50mm) CONDUIT FM AI tri �• �(75mm) KNOCKOUT4*(75mm) ) MULTIDUCT KNOCKOUTOR UIT SYSTEM O 0 -�D4C(1 (NOT REQUIRED FOR NO.5 PULLBOX) CLEAN cRus�o OI E ROCK SUMP. SEE AIN. STD PLAN ES -8 CONDUITS SHALL BE FOR A001710MAL SECTION B -B CAPPED IN PULL BOXES SECTION A -A DETAILS. 3.00 N '! tit,. . • .� NO.5- PULLBE}X WITH EXTENSIONs- . � .y:a.: (NO.6 PULLBOX WITH EXTENSION SIMILAR),.. , �o c = Aix N mm e �. a 0 VARIES Rs4' MIN. INSTALL r(SOmm) SCHEDULE 40 CONDUIT UNDER SIDEWALK WITH PULL BOXES VARIES R -4(1.2m) MIN. ! (1'2m) AT 400'(120m) MAXIMUM INTERVAL PULL BOXES SHALL BE NO. 5 0 N M WITH EXTENSIONS AND KNOCKOUTS. CONDUIT SHALL BE SWEEP TO PULLBOX BROUGHT INTO PIAL BOXES PARALLEL TO THE EXISTING mm SURFACE (HORIZONTAL). THE TOTAL ANGULAR BEND OF as;�s 1 LU LU CONDUIT BETWEEN PULL BOXES SHALL NOT EXCEED 180 NOTE: TO BE USED ONLY WHEN DEGREES. A PULL ROPE CONFORMING TO SECTION CONDUIT IS ALLOWED TO BE PLACED 86-2.050 "INSTALLATION' OF THE STANDARD SPECIFICATION AT GUTTER UP LIQ. IN ALL OTHER SHALL BE INCLUDED- IN ALL INTERCONNECT CONDUIT CASES. CONDUIT IS TO 13E LOCATED FOR INSTALLATION OF FUTURE CONDUCTORS. UNDER SIDEWALK AREA. TRAFFIC LLRREET�BE FTD 07/07 STANDARD ALONG TRS ASPART O STANDARD STREET IMPROVEMENT. OMISSION OF om R. Starbtxk INTERCONNECT CONDUIT ALONG ARTERIAL STREETS MAY BE TRAFFIC SIGNAL ALLOWED WHERE ACCEPTABLE ALTERNATE MEANS OF emmu INTERCONNECT- Bruoo Dwtw COMMUNICACOMMUNICATION ISIN TME CITYTRAFFICAND PLAN.DED PULL BOXES Sp-" N -- MULTI -DUCT CONDUIT IS REQUIRED ON ALL SONET QR Y OF B BACKBONE ROUTES SHOWN ON THE CITY TRAFFIC Cqq T-34 COMMU NICATION MASTER PLAN an Ia1ANmt PUBLIC %mm DEPARTMENT INTERCONNECT CONDUIT DETAIL INSTALL W1-7 WIT/# OMI -3- MARKER ---------- TAPE GORE 21 21+19,10 EX. DETAIL 2 it 10 EX. EP 22 ti 1910, 1 � Irl, a W W W 20 21 BAY TAPER STATION FM AI 18+49.44 12.00 18+56.96 11.81 18+64.46 OI 32 33 0 10.31 1 q:. 10 20 10101 19+09.45 3.00 19+16.94 1.69 SEE SHEET 7 .75 19+31.94 7f 9 �o c Lu =>^� STD. STREET LIGHT - 22000 LUMEN N M 00 iv 0 N M Q O+� NO J J Q as;�s 1 LU LU V) IQ•- c c O W W W 20 21 BAY TAPER STATION FROM 18+49.44 12.00 18+56.96 11.81 18+64.46 11.25 18+71.96 10.31 18+79.45 9.00 18+94.45 6.00 19+09.45 3.00 19+16.94 1.69 19+24.42 .75 19+31.94 7f 9 19+39.44 0.00 22 ROBERT E. SMITH RCE 35473 QRpf ESS/pN 9 ti F�c w No. 35473 rn �y 9/30/07 1� T T ��9TF 0F / V 1 \� CA1 -06- DATE As-eaf&;'_7X, �331 y �_. ,J HRE`�CTICII 0 . I)AL TF-- .2 23 25 DETAIL 29 CURVE DATA CURVE DELTA TANGENT RADIUS LENGTH 10 05'07'35" 67.15' 1500.00' 134.21' �2 05'0135" 67.15' 1500.00' 134.21' 23 25 SmithTech*.USN- I N C O R P O R A T E D TRACT No, 6331 -UNIT S TRIPINU PLAN AND INTERCONNECT CONDUIT DETAIL EAST HOSKING AVENUE SHEET 21 OF 22 SHEETS 0 w LEGEND CURB AND GUTTER CENTERLINE LANE LINE. 4" X 7' WHITE STRIPE w/17' SPACE BETWEEN STRIPES PER CAL TRANS (DETAIL 9) CHANNELIZING LINE - 8" WIDE PER CAL TRANS DETAIL 38 '%A INSTALL TYPE IV ARROW TYP, (LEFT OR RIGHT AS SHOVV - PAVEMENT MARKING (VHITE) x PT. RADIAL TO CENTERLINE STA. �• STD. STREET LIGHT - 22000 LUMEN SmithTech*.USN- I N C O R P O R A T E D TRACT No, 6331 -UNIT S TRIPINU PLAN AND INTERCONNECT CONDUIT DETAIL EAST HOSKING AVENUE SHEET 21 OF 22 SHEETS 0 w (";� R � .. f s _.,.,ca --- ____----_--__ � — .. �--