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HomeMy WebLinkAbout1.1-7299 Ph 4, 5 & 7 Record DrawingTANDARD NOTES PG&E GAS NOTES: ILL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS AND CALL 811 (1-800-227-2600) A MINIMUM OF 2 BUSINESS DAYS (NOT INCLUDING INITIAL DAY OF 3PECIFICATIONS OF THE CITY OF BAKERSFIELD AND STATE OF CA., DEPT. OF CONTACT) IN ADVANCE FOR THE MARKING OF UNDERGROUND UTILITIES, INCLUDING ALL TRANSPORTATION STANDARD SPECIFICATIONS NON-UnUTIES BEFORE YOU DIG, GRADE, OR EXCAVATE ME FOLLOWING CITY OF BAKERSFIELD STANDARDS SHALL BE CONSIDERED PART )F THESE PLANS: ANY UNDERGROUND STRUCTURE SHALL MAINTAIN A MINIMUM OF 7 FT WITH 3 FT. OF ST -1, ST -2, ST -3, ST -4, ST -6, ST -7, ST -9, ST -10 UNDISTURBED SOIL) HORIZONTAL SEPARATION AND 24 IN. OF VERTICAL SEPARATION FROM THE ST -11, ST -13, ST -14, ST -19, D-14, D-16, T-1 EXISTING 34" PACIFIC GAS & ELECTRIC TRANSMISSION LINE ADDITIONALLY, NO LESS THAN 72" OF COVER IS TO BE OVER THE EXISTING TRANSMISSION UNE AT ANY TIME. AVING FOR RESIDENTIAL AND LOCAL STREETS SHALL BE: 0.20' TYPE "B" ASPHALT CONCRETE OVER AT NO TIME SHALL POWER DRIVEN OR POWER OPERATED EQUIPMENT BE USED DIRECTLY OVER THE 0.40' AGGREGATE BASE (PER NOTE 16) OVER TRANSMISSION UNE, OR WITHIN 2' FROM THE EDGE OF THE PIPE. EQUIPMENT SHALL NOT REMAIN 0.50' O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER STATIONARY OVER THE PIPELINE A PG&E TRANSMISSION PERSONNEL SHALL BE ON STANDBY WHEN C.O.B. STD. ST -9. CONSTRUCTION IS TO TAKE PLACE WITHIN 10 FT. OF THE EXISTING TRANSMISSION LINE. NSTALL STANDARD SURVEY MONUMENT FRAME AND COVER PER CITY OF 3AKERSFIELD STD. DWG. ST -13. TO BE INSTALLED CO EXISTING INSTALL TRAFFIC CONTROL SIGNS INSTALL STANDARD STREET NAME SIGNS PER C.O.B. STD. T-1 INSTALL METRO SIZE STREET NAME SIGNS PER C.O.B. STD. T-1 -0- INSTALL STANDARD STREET LIGHTS, 5800 LUMEN H.P.S.V. ON 14' POST TOP PER DETAIL 1 ON SHEET 7. -®- INSTALL STANDARD STREET LIGHTS, 9500 LUMEN H.P.S.V. STREET LIGHTS SHALL MATCH THOSE EXISTING IN THE VICINITY. NSTALL TYPE "B" CURB AND GUTTER, PER C.O.B. STANDARD ST -1, ON ALL STREETS UNLESS OTHERWISE NOTED. NSTALL 5.0' SIDEWALK ON ALL STREETS UNLESS OTHERWISE NOTED. SEWER LATERAL LOCATIONS TO BE STAMPED ( S ) INTO THE CURB FACE OVER =ACH SEWER LATERAL NSTALL ADDITIONAL g 3-1/2 PULL BOX FOR STREET LIGHTS AT P.G.& E SERVICE POINT. ALL PULL BOXES TO BE INSTALLED ON A GRAVEL BED A AINIMUM OF 6` THICK. U1 MANHOLE AND LAMPHOLE FRAME AND COVERS SHALL BE SET 1/4" BELOW ASPHALT CONCRETE PAVING NOTES: U 1. ASPHALT CONCRETE SHALL BE TYPE 'A' (MODIFIED) FOR ALL ARTERIAL AND COLLECTOR STREETS 1. PROJECT AND TYPE B (MODIFIED) FOR LOCAL STREETS AND SHALL CONFORM TO THE PROVISIONS IN WITH PROVISIONS OF SAID PLAN. SITE AT ALL TIMES. FOR THE DURATION OF CONTRACTOR'S OCCUPANCY OF THE SECTION 39, "ASPHALT CONCRETE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL STREET LIGHT LUMINAIRES ARE TO BE LED AS SPECIFIED IN C.O.B. SPECIAL REPLACED WITH MATERIAL THAT MEETS THE IN-PLACE DENSITY REQUIREMENTS. PROVISIONS. 2 2. PRIOR TO THE ADDITION OF ASPHALT BINDER, THE COMBINED MINERAL AGGREGATE FOR TYPE A PROJECT SIT 0 (MODIFIED) OR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF PHOTOCELL (ORIENTED NORTH) AND SHALL CONFORM TO THE LATEST REQUIREMENTS STORM WATER POLLUTION PREVENTION PLAN (SWPPP) FOR THIS PROJECT FROM THE SECTION 39-2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS FOR 3/4" MAXIMUM, MEDIUM GRADING. OF THE CURRENT CITY OF BAKERSFIELD LED STREET LIGHTING SPECIFICATIONS. W 22. 3. 3. ASPHALT BINDER FOR TYPE A MODIFIED ASPHALT CONCRETE SHALL BE PG 64-10 PERFORMANCE GRADED AVENUE 17. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE ASPHALT, UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER. ASPHALT BINDER FOR TYPE B (MODIFIED) am am 6 ASPHALT CONCRETE SHALL BE PG 64-10 PERFORMANCE GRADED ASPHALT UNLESS OTHERWISE DIRECTED STORM WATER ASSOCIATION CATH CONSTRUCTION ACTIVITY (SWRCB ORDER NO. A. ABRASIVE GRINDING WITH EQUIPMENT UTILIZING DIAMOND BLADES, BY THE CITY ENGINEER. THE ASPHALT BINDER SHALL CONFORM TO THE REQUIREMENTS IN THE TABLE FOR 2009-009-DWQ AS AMENDED BY ORDER 2010-0014-DWO AND ORDER 906 "STEAM -REFINED PAVING ASPHALTS; IN SECTION 92-1.02, "GRADES,` OF THE STANDARD 0 B. REMOVAL AND REPLACEMENT, OR SPECIFICATIONS. 4 4. THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATE SHALL BE DETERMINED BY z C. PLACEMENT OF AN ASPHALT CONCRETE OVERLAY. THE CONTRACTOR IN ACCORDANCE WITH CALIFORNIA TEST METHOD 367 USING SAMPLES OF MATERIALS WATER POLLUTION PREVENTION PLAN (SWPPP) BE PREPARED, CONTINUOUSLY THE METHOD WILL BE SELECTED BY THE CITY ENGINEER. THE CORRECTIVE WORK SHALL BE AT PROPOSED FOR USE IN THE WORK. THE AMOUNT OF ASPHALT BINDER SHALL BE APPROVED BY THE CITY 5 THE CONTRACTOR'S EXPENSE. ENGINEER. WHITE LANE 5. AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE 5' 18. IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO SPECIFIED SURFACE TOLERANCES. CITY ENGINEER'S RENEW AND APPROVAL: a ADDITIONAL GRINDING SHALL BE PERFORMED, AS NECESSARY, TO ENLARGE THE GRINDING AREA SO THAT A. A UST OF AGGREGATE AND ASPHALT SOURCES. SQFT THE LONGITUDINAL LIMITS OF GRINDING ARE AT A CONSTANT OFFSET FROM, AND ARE PARALLEL TO, THE B. DOCUMENTATION VERIFYING THAT THE AGGREGATES TO BE INCORPORATED IN THE WORK ANY WORK CONNECTING TO EXISTING PUBLIC FACILITIES FROM PRIVATE NEAREST LANE UNE OR PAVEMENT EDGE, AND THE TRANSVERSE LIMITS OF GRINDING ARE NORMAL TO THE CONFORM TO THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE," OF THE STANDARD PROPERTY WILL REQUIRE AN ENGINEER'S ESTIMATE FOR THE WORK IN THE PAVEMENT CENTERLINE. ALL GROUND AREAS SHALL BE NEAT RECTANGULAR AREAS OF UNIFORM SURFACE SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MATERIAL SIEVE ANALYSIS AND SAND /4 0 13 EQUIVALENT TEST RESULTS SHOULD NOT BE OLDER THAN SIX (6) MONTHS. ALL OTHER TEST f 2,028 RESULTS SHALL BE NO OLDER THAN ONE (1) YEAR. HANDICAP RAMPS EA C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 367. ; OUTHERN PACIFIC LABORATORY TEST RESULTS ON WHICH THE DESIGN IS BASED SHALL BE SUBMITTED WITH THE MIX 2 12 DESIGN ALONG WITH THE THEORETICAL MAXIMUM DENSITY OF THE DESIGN MIXTURE AS f 2 DETERMINED BY ASTM D2041. THE ASPHALT CONCRETE MIX SHALL MEET THE REQUIREMENTS 1 5 OF SECTION 39-2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL 13 5800 LUMEN STREET LIGHTS PROVISIONS. IF THE DATA SUBMITTED SHOWS THAT THE MATERIALS ARE SUBSTANTIALLY THE SAME $ 3 AS WHEN THE DESIGN WAS PREPARED, THE DESIGN MAY BE UP TO THREE (3) YEARS OLD. THE 4 2 CONTRACTOR SHALL BEAR ALL COSTS ASSOCIATED WITH THE ASPHALT CONCRETE MIX DESIGN. MONUMENT ENCASEMENTS 6. WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO EXISTING PAVED SURFACES, THE EXISTING 1L 5 PAVEMENT SHALL BE SAW CUT IN A NEAT STRAIGHT LINE, EITHER PARALLEL OR PERPENDICULAR TO THE 5 24 CENTERLINE OF THE STREET, AND AT A MINIMUM DISTANCE OF ONE (1) FOOT FROM THE EXISTING EDGE LF 890 OF PAVEMENT. 11 7. A PRIME COAT WILL NOT BE REQUIRED ON NON -PAVED AREAS TO BE SURFACED PRIOR TO THE PLACEMENT 4,027 29. OF ASPHALT CONCRETE. HOWEVER, ALL OTHER REQUIREMENTS OF SECTION 39-4.01, "SUBGRADE" OF THE @ EXISTING SURVEY MONUMENT STANDARD SPECIFICATIONS SHALL BE MET. 8. THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO PUBLIC TRAFFIC. CARE SHALL FO OT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. FO BE TAKEN TO AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING PAVEMENT SURFACE BEYOND THE BOUNDARY AND BE REMOVED WITH THE FUTURE CONNECTION ALONG + LIMITS OF CONSTRUCTION. 13 9. PAVING SEAMS SHALL BE LOCATED TO MATCH DESIGNED TRAFFIC LANE STRIPE LOCATIONS UNLESS OTHERWISE PERMITTED BY THE CITYENGINEER. m 10 INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE CITY ENGINEER. FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. TANDARD NOTES PG&E GAS NOTES: ILL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS AND CALL 811 (1-800-227-2600) A MINIMUM OF 2 BUSINESS DAYS (NOT INCLUDING INITIAL DAY OF 3PECIFICATIONS OF THE CITY OF BAKERSFIELD AND STATE OF CA., DEPT. OF CONTACT) IN ADVANCE FOR THE MARKING OF UNDERGROUND UTILITIES, INCLUDING ALL TRANSPORTATION STANDARD SPECIFICATIONS NON-UnUTIES BEFORE YOU DIG, GRADE, OR EXCAVATE ME FOLLOWING CITY OF BAKERSFIELD STANDARDS SHALL BE CONSIDERED PART )F THESE PLANS: ANY UNDERGROUND STRUCTURE SHALL MAINTAIN A MINIMUM OF 7 FT WITH 3 FT. OF ST -1, ST -2, ST -3, ST -4, ST -6, ST -7, ST -9, ST -10 UNDISTURBED SOIL) HORIZONTAL SEPARATION AND 24 IN. OF VERTICAL SEPARATION FROM THE ST -11, ST -13, ST -14, ST -19, D-14, D-16, T-1 EXISTING 34" PACIFIC GAS & ELECTRIC TRANSMISSION LINE ADDITIONALLY, NO LESS THAN 72" OF COVER IS TO BE OVER THE EXISTING TRANSMISSION UNE AT ANY TIME. AVING FOR RESIDENTIAL AND LOCAL STREETS SHALL BE: 0.20' TYPE "B" ASPHALT CONCRETE OVER AT NO TIME SHALL POWER DRIVEN OR POWER OPERATED EQUIPMENT BE USED DIRECTLY OVER THE 0.40' AGGREGATE BASE (PER NOTE 16) OVER TRANSMISSION UNE, OR WITHIN 2' FROM THE EDGE OF THE PIPE. EQUIPMENT SHALL NOT REMAIN 0.50' O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER STATIONARY OVER THE PIPELINE A PG&E TRANSMISSION PERSONNEL SHALL BE ON STANDBY WHEN C.O.B. STD. ST -9. CONSTRUCTION IS TO TAKE PLACE WITHIN 10 FT. OF THE EXISTING TRANSMISSION LINE. NSTALL STANDARD SURVEY MONUMENT FRAME AND COVER PER CITY OF 3AKERSFIELD STD. DWG. ST -13. TO BE INSTALLED CO EXISTING INSTALL TRAFFIC CONTROL SIGNS INSTALL STANDARD STREET NAME SIGNS PER C.O.B. STD. T-1 INSTALL METRO SIZE STREET NAME SIGNS PER C.O.B. STD. T-1 -0- INSTALL STANDARD STREET LIGHTS, 5800 LUMEN H.P.S.V. ON 14' POST TOP PER DETAIL 1 ON SHEET 7. -®- INSTALL STANDARD STREET LIGHTS, 9500 LUMEN H.P.S.V. STREET LIGHTS SHALL MATCH THOSE EXISTING IN THE VICINITY. NSTALL TYPE "B" CURB AND GUTTER, PER C.O.B. STANDARD ST -1, ON ALL STREETS UNLESS OTHERWISE NOTED. NSTALL 5.0' SIDEWALK ON ALL STREETS UNLESS OTHERWISE NOTED. SEWER LATERAL LOCATIONS TO BE STAMPED ( S ) INTO THE CURB FACE OVER =ACH SEWER LATERAL NSTALL ADDITIONAL g 3-1/2 PULL BOX FOR STREET LIGHTS AT P.G.& E SERVICE POINT. ALL PULL BOXES TO BE INSTALLED ON A GRAVEL BED A AINIMUM OF 6` THICK. U1 MANHOLE AND LAMPHOLE FRAME AND COVERS SHALL BE SET 1/4" BELOW 'AVEMENT GRADE. - VICINITY MAP JNDERGROUND SERVICE ALERT SHALL BE CONTACTED AT LEAST 2 WORKING NO SCALE )AYS PRIOR TO CONSTRUCTION. 1-800-227-2600. CITY OF BAKERSFIELD KERN COUNTY CALIFORNIA PRIVATE STREET CONSTRUCTION PLANS FOR VESTING TENTATIVE TRACT 7299 PROJECT AREA: 32.11 ACRES UNITS 3- 7 UNIT 3 - 6.80 ACRES UNIT 4 - 7.34 ACRES UNIT 5 - 2.63 ACRES UNIT 6 - 11.36 ACRES UNIT 7 - 3.98 ACRES MING AVENUE, HIGHGATE PARK BOULEVARD, AND UNITS 1 & 2 STREET PLANS HAVE BEEN APPROVED AND ARE CONSTRUCTED. NARNING/REGULATORY SIGNS: SIGN PANELS SHALL BE MOUNTED ON POSTS -- -- -- - ------ + --- _ MING AVENUE ---- ---- - --- ---- MTH HAWKINS M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR -QUAL. ROADSIDE ROADSIDE SIGNS INSTALLED PER STD. T-19 SHALL BE LOCATED WITHIN + I I (ARTERIAL PUBLIC STREET) 1 >IDEWALK 6" FROM BACK. ---� --- _-- ----=_ It I \N OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD I a 1 a el� 1�e m STREET WORKS DEPT. FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED a 1' Hil �� - m a nT a s e a 1Z1� U N I T 4 �j•- 3TREET RIGHT-OF-WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, IU a .- _T_ - � SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK = L� �11���11l rrr���-----���--- �L ___l J�L� 'ERFORO I WITHIN THE RIGHT-OF-WAY AND INSURANCE SHALL BE POSTED I Ia'I, 2 BARBON BECK AVENUE U N 1 T as 3 R10R TO ISSUANCE OF THE PERMIT. a I ILII - y _ �(r_ = T _ __ _�-BARBON ECK AVENUE-� 11 � u I a u 1 _. .. _.. ..._ . ___ ...._ _ _. .__.__ _- .._ -.__. --_ - -- _ 14. AGGREGATE BASE: AGGREGATE BASE MATERIAL FOR ARTERIAL & COLLECTOR -11 < I � p NECESSARY. AND COMPACTED TO FORM SMOOTH, TAPERED CONNECTIONS. I > ___3 ® a ID I m m n I y® n I m m u ROADWAYS SHALL BE CRUSHED AGGREGATE BASE (CAB) CONFORMING TO I �d I! h ° R m m 3-� t 11. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS 0.15 FOOT OR LESS, PAVING SECTION 200-22 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS a 1 H 6 -I I 1 6 7 I 1 I OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT, AT THE END OF EACH WORK SHIFT, THE CONSTRUCTION, LATEST EDITION (`GREENBOOK"). AGGREGATE BASE MATERIAL 11�, II ' a I I I-�-'� LENGTH OF PAVEMENT ALONG THE LONGITUDINAL DROP-OFF BETWEEN ADJACENT LANES IS NOT GREATER FOR LOCAL ROADWAYS SHALL BE EITHER CAB OR CRUSHED MISCELLANEOUS 1 55a�2 p!1�_zj n x a m m t I ® x w a t e a e u p u 1e m n THAN THAT WHICH CAN BE SURFACED DURING THE FOLLOWING SHIFT OF NORMAL PAVING OPERATIONS. BASE (CMB) CONFORMING TO BECTON 200-2.4 OF THE STANDARD I Eb l� II l I I I J n -� LL1.1 W ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE. SPECIFICATIONS FOR PUBUC WORKS CONSTRUCTION, LATEST EDITION. V LEll;f#IEID WAY a SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY as I Ix' _� _ _�7qU/m TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBUC TRAFFIC. KRAFT PAPER, OR AGGREGATE BASE SHALL BE FURNISHED AND PLACED IN ACCORDANCE WITH ���'� 5 m �� 4 '` • m �7 _ _-- - CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME THE CONTRACT PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS �� �<��°. a -- -"- CONSTRUCTION AND THESE DETAILED SPECIFICATIONS. AGGREGATE BASE j1, U N I T 7 `� . I m l„ CU N 1 7 5 e 12. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS MORE THAN 0.15 FOOT, PAVING SHALL BE GRADED TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% / OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT THE LAYER OF ASPHALT CONCRETE IS PLACED OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D-1557. - _W S I E X. U N 1 7 I ' ON ALL CONTIGUOUS LANES OF THE TRAVELED WAY BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. AT ��o�. 1° �- __-J Z THE END OF EACH WORK SHIFT, THE DISTANCE BETWEEN THE ENDS OF A LAYER OF ASPHALT CONCRETE ON 15. SUBGRADE PREPARATION: THE CONTRACTOR SHALL FINE GRADE AND COMPACT T' // �4'D '• / e �" >A s m ® • i INOr A PARTI ADJACENT LANES SHALL NOT BE GREATER THAN 10 FEET. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED STREET SUBGRADE IN ACCORDANCE WITH THE CONTRACT PLANS, CITY ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE REQUIREMENTS AND STANDARD SPECIFICATIONS. SUBGRADE SHALL BE GRADED +e '• i / p �++ a m 1 HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% OF THE MAXIMUM TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED DRY DENSITY IN ACCORDANCE WITH ASTM D-1557. I. I '! n �� 1e n UQ -«--(-L UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING TRACT 73Mn pVEN �'�•��_ __ OPERATIONS RESUME. 16. ANY TRENCHING TO BE CONDUCTED SHALL BE BACKFILLED & COMPACTED INOr A PART) a n �c `\ x _„�nWf`I PER, CITY STANDARD DETAIL ST -22 �Ap+" e o - 13. ASPHALT CONCRETE SHALL BE COMPACTED TO MINIMUM SI PERCENT OF THE MAXIMUM THEORETICAL tt, I I I \ \ 4 DENSITY IF DETERMINED BY ASTM D-2041. IN-PLACE DENSITY SHALL BE DETERMINED IN ACCORDANCE 17. COMPACTION TESTS SHALL BE THE RESPONSIBILITYESTSHALL OF THE DEVELOPER. THE e • a NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE f IIT --1 - a e WITH CALIFORNIA TEST 375. n e ♦ + 'I u CITY ENGINEER. I I iI1__1 I I E X. U N 1 7 2 e� 14. T THE IN-PLACE DENSITY OF ANY LOT EO ASPHALT CONCRETE IS LESS THAN 92 PERCENT OR GREATER 18, PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION WITHIN PUBUC ! f0 J/ e p {AIOT. A P_ARrI W) �I TRACT 7302 , 1 I T THAN 94 PERCENT OF THE MAXIMUM THEORETICAL DENSITY, THE CONTRACTOR WILL BE ADVISED THAT THE RIGHT-OF-WAY, THE CITY CONSTRUCTION INSPECTION SHALL BE GIVEN 24 I1�� ) 1 e „ 1 - REQUIRED RELATIVE COMPACTION IS NOT BEING ATTAINED AND THAT THE MATERIALS OR PROCEDURES OR i 11 m I\� \ .(J/j1t 1 ° n / (NOT A PART) 16 1 BOTH, IF NEEDED, NEED ADJUSTMENT. ASPHALT CONCRETE SPREADING OPERATIONS SHALL NOT CONTINUE HOURS NOTICE. (661) 326-2049./Illi \ l \\'�. `. /�� �� �\\%�'�'---� UNTIL THE CONTRACTOR HAS NOTIFIED THE CITY ENGINEER OF THE ADJUSTMENT THAT WILL BE MADE IN 1 >'a + ORDER TO MEET THE REQUIRED COMPACTION. IF ANY SUCCESSIVE TEST AFTER NOTICE IS GIVEN DOES NOT STOCKDALE U o T- 30 S, R. 26 PROJECT MAP WITH PROVISIONS OF SAID PLAN. SITE AT ALL TIMES. FOR THE DURATION OF CONTRACTOR'S OCCUPANCY OF THE ¢0 STREET LIGHT LUMINAIRES ARE TO BE LED AS SPECIFIED IN C.O.B. SPECIAL REPLACED WITH MATERIAL THAT MEETS THE IN-PLACE DENSITY REQUIREMENTS. SITE, CONTRACTOR IS REQUIRED TO COMPLY WITH THE PROVISIONS OF SAID PLAN. SCALE: 1"=200' 2 PROJECT SIT 0 NO. INDEX PHOTOCELL (ORIENTED NORTH) AND SHALL CONFORM TO THE LATEST REQUIREMENTS STORM WATER POLLUTION PREVENTION PLAN (SWPPP) FOR THIS PROJECT FROM THE 269 OF THE CURRENT CITY OF BAKERSFIELD LED STREET LIGHTING SPECIFICATIONS. W 22. q SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT DOES MEET THE IN-PLACE DENSITY MING AVENUE 17. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE 1,727 am am 6 217 STORM WATER ASSOCIATION CATH CONSTRUCTION ACTIVITY (SWRCB ORDER NO. A. ABRASIVE GRINDING WITH EQUIPMENT UTILIZING DIAMOND BLADES, 308 2009-009-DWQ AS AMENDED BY ORDER 2010-0014-DWO AND ORDER 906 rt 0 B. REMOVAL AND REPLACEMENT, OR 11 2 z A 4,958 z C. PLACEMENT OF AN ASPHALT CONCRETE OVERLAY. LF WATER POLLUTION PREVENTION PLAN (SWPPP) BE PREPARED, CONTINUOUSLY THE METHOD WILL BE SELECTED BY THE CITY ENGINEER. THE CORRECTIVE WORK SHALL BE AT em 5 THE CONTRACTOR'S EXPENSE. 1,600 WHITE LANE LF 1,544 5F15C377505 HAS BEEN ISSUED BY THE STATE WATER RESOURCES BOARD 18. IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO SPECIFIED SURFACE TOLERANCES. 2,168 a ADDITIONAL GRINDING SHALL BE PERFORMED, AS NECESSARY, TO ENLARGE THE GRINDING AREA SO THAT SIDEWALK SQFT THE LONGITUDINAL LIMITS OF GRINDING ARE AT A CONSTANT OFFSET FROM, AND ARE PARALLEL TO, THE w ANY WORK CONNECTING TO EXISTING PUBLIC FACILITIES FROM PRIVATE NEAREST LANE UNE OR PAVEMENT EDGE, AND THE TRANSVERSE LIMITS OF GRINDING ARE NORMAL TO THE 5,870 PROPERTY WILL REQUIRE AN ENGINEER'S ESTIMATE FOR THE WORK IN THE PAVEMENT CENTERLINE. ALL GROUND AREAS SHALL BE NEAT RECTANGULAR AREAS OF UNIFORM SURFACE SQFT /4 0 13 2,184 m 2,028 y HANDICAP RAMPS EA 2 4 OUTHERN PACIFIC RAILROAD 2 12 STANDARD STREET NAME SIGNS 'AVEMENT GRADE. - VICINITY MAP JNDERGROUND SERVICE ALERT SHALL BE CONTACTED AT LEAST 2 WORKING NO SCALE )AYS PRIOR TO CONSTRUCTION. 1-800-227-2600. CITY OF BAKERSFIELD KERN COUNTY CALIFORNIA PRIVATE STREET CONSTRUCTION PLANS FOR VESTING TENTATIVE TRACT 7299 PROJECT AREA: 32.11 ACRES UNITS 3- 7 UNIT 3 - 6.80 ACRES UNIT 4 - 7.34 ACRES UNIT 5 - 2.63 ACRES UNIT 6 - 11.36 ACRES UNIT 7 - 3.98 ACRES MING AVENUE, HIGHGATE PARK BOULEVARD, AND UNITS 1 & 2 STREET PLANS HAVE BEEN APPROVED AND ARE CONSTRUCTED. NARNING/REGULATORY SIGNS: SIGN PANELS SHALL BE MOUNTED ON POSTS -- -- -- - ------ + --- _ MING AVENUE ---- ---- - --- ---- MTH HAWKINS M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR -QUAL. ROADSIDE ROADSIDE SIGNS INSTALLED PER STD. T-19 SHALL BE LOCATED WITHIN + I I (ARTERIAL PUBLIC STREET) 1 >IDEWALK 6" FROM BACK. ---� --- _-- ----=_ It I \N OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD I a 1 a el� 1�e m STREET WORKS DEPT. FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED a 1' Hil �� - m a nT a s e a 1Z1� U N I T 4 �j•- 3TREET RIGHT-OF-WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, IU a .- _T_ - � SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK = L� �11���11l rrr���-----���--- �L ___l J�L� 'ERFORO I WITHIN THE RIGHT-OF-WAY AND INSURANCE SHALL BE POSTED I Ia'I, 2 BARBON BECK AVENUE U N 1 T as 3 R10R TO ISSUANCE OF THE PERMIT. a I ILII - y _ �(r_ = T _ __ _�-BARBON ECK AVENUE-� 11 � u I a u 1 _. .. _.. ..._ . ___ ...._ _ _. .__.__ _- .._ -.__. --_ - -- _ 14. AGGREGATE BASE: AGGREGATE BASE MATERIAL FOR ARTERIAL & COLLECTOR -11 < I � p NECESSARY. AND COMPACTED TO FORM SMOOTH, TAPERED CONNECTIONS. I > ___3 ® a ID I m m n I y® n I m m u ROADWAYS SHALL BE CRUSHED AGGREGATE BASE (CAB) CONFORMING TO I �d I! h ° R m m 3-� t 11. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS 0.15 FOOT OR LESS, PAVING SECTION 200-22 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS a 1 H 6 -I I 1 6 7 I 1 I OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT, AT THE END OF EACH WORK SHIFT, THE CONSTRUCTION, LATEST EDITION (`GREENBOOK"). AGGREGATE BASE MATERIAL 11�, II ' a I I I-�-'� LENGTH OF PAVEMENT ALONG THE LONGITUDINAL DROP-OFF BETWEEN ADJACENT LANES IS NOT GREATER FOR LOCAL ROADWAYS SHALL BE EITHER CAB OR CRUSHED MISCELLANEOUS 1 55a�2 p!1�_zj n x a m m t I ® x w a t e a e u p u 1e m n THAN THAT WHICH CAN BE SURFACED DURING THE FOLLOWING SHIFT OF NORMAL PAVING OPERATIONS. BASE (CMB) CONFORMING TO BECTON 200-2.4 OF THE STANDARD I Eb l� II l I I I J n -� LL1.1 W ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE. SPECIFICATIONS FOR PUBUC WORKS CONSTRUCTION, LATEST EDITION. V LEll;f#IEID WAY a SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY as I Ix' _� _ _�7qU/m TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBUC TRAFFIC. KRAFT PAPER, OR AGGREGATE BASE SHALL BE FURNISHED AND PLACED IN ACCORDANCE WITH ���'� 5 m �� 4 '` • m �7 _ _-- - CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME THE CONTRACT PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS �� �<��°. a -- -"- CONSTRUCTION AND THESE DETAILED SPECIFICATIONS. AGGREGATE BASE j1, U N I T 7 `� . I m l„ CU N 1 7 5 e 12. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS MORE THAN 0.15 FOOT, PAVING SHALL BE GRADED TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% / OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT THE LAYER OF ASPHALT CONCRETE IS PLACED OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D-1557. - _W S I E X. U N 1 7 I ' ON ALL CONTIGUOUS LANES OF THE TRAVELED WAY BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. AT ��o�. 1° �- __-J Z THE END OF EACH WORK SHIFT, THE DISTANCE BETWEEN THE ENDS OF A LAYER OF ASPHALT CONCRETE ON 15. SUBGRADE PREPARATION: THE CONTRACTOR SHALL FINE GRADE AND COMPACT T' // �4'D '• / e �" >A s m ® • i INOr A PARTI ADJACENT LANES SHALL NOT BE GREATER THAN 10 FEET. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED STREET SUBGRADE IN ACCORDANCE WITH THE CONTRACT PLANS, CITY ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE REQUIREMENTS AND STANDARD SPECIFICATIONS. SUBGRADE SHALL BE GRADED +e '• i / p �++ a m 1 HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% OF THE MAXIMUM TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED DRY DENSITY IN ACCORDANCE WITH ASTM D-1557. I. I '! n �� 1e n UQ -«--(-L UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING TRACT 73Mn pVEN �'�•��_ __ OPERATIONS RESUME. 16. ANY TRENCHING TO BE CONDUCTED SHALL BE BACKFILLED & COMPACTED INOr A PART) a n �c `\ x _„�nWf`I PER, CITY STANDARD DETAIL ST -22 �Ap+" e o - 13. ASPHALT CONCRETE SHALL BE COMPACTED TO MINIMUM SI PERCENT OF THE MAXIMUM THEORETICAL tt, I I I \ \ 4 DENSITY IF DETERMINED BY ASTM D-2041. IN-PLACE DENSITY SHALL BE DETERMINED IN ACCORDANCE 17. COMPACTION TESTS SHALL BE THE RESPONSIBILITYESTSHALL OF THE DEVELOPER. THE e • a NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE f IIT --1 - a e WITH CALIFORNIA TEST 375. n e ♦ + 'I u CITY ENGINEER. I I iI1__1 I I E X. U N 1 7 2 e� 14. T THE IN-PLACE DENSITY OF ANY LOT EO ASPHALT CONCRETE IS LESS THAN 92 PERCENT OR GREATER 18, PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION WITHIN PUBUC ! f0 J/ e p {AIOT. A P_ARrI W) �I TRACT 7302 , 1 I T THAN 94 PERCENT OF THE MAXIMUM THEORETICAL DENSITY, THE CONTRACTOR WILL BE ADVISED THAT THE RIGHT-OF-WAY, THE CITY CONSTRUCTION INSPECTION SHALL BE GIVEN 24 I1�� ) 1 e „ 1 - REQUIRED RELATIVE COMPACTION IS NOT BEING ATTAINED AND THAT THE MATERIALS OR PROCEDURES OR i 11 m I\� \ .(J/j1t 1 ° n / (NOT A PART) 16 1 BOTH, IF NEEDED, NEED ADJUSTMENT. ASPHALT CONCRETE SPREADING OPERATIONS SHALL NOT CONTINUE HOURS NOTICE. (661) 326-2049./Illi \ l \\'�. `. /�� �� �\\%�'�'---� UNTIL THE CONTRACTOR HAS NOTIFIED THE CITY ENGINEER OF THE ADJUSTMENT THAT WILL BE MADE IN 1 >'a + ORDER TO MEET THE REQUIRED COMPACTION. IF ANY SUCCESSIVE TEST AFTER NOTICE IS GIVEN DOES NOT 19. DUST CONTROL: CONTRACTOR SHALL OBTAIN A COPY OF THE DUST CONTROL PLAN U PHASE 4 MEET THE SPECIFIED RANGE, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND (DCP) FOR THIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A COPY ON PROJECT MAP WITH PROVISIONS OF SAID PLAN. SITE AT ALL TIMES. FOR THE DURATION OF CONTRACTOR'S OCCUPANCY OF THE 21. STREET LIGHT LUMINAIRES ARE TO BE LED AS SPECIFIED IN C.O.B. SPECIAL REPLACED WITH MATERIAL THAT MEETS THE IN-PLACE DENSITY REQUIREMENTS. SITE, CONTRACTOR IS REQUIRED TO COMPLY WITH THE PROVISIONS OF SAID PLAN. SCALE: 1"=200' 15. IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE COMPACTION IS EITHER LESS THAN 90% OR MORE THAN 96%, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT 20. STORM WATER POLLUTION PREVENTION: CONTRACTOR SHALL OBTAIN A COPY OF THE LIST OF MATERIALS if SHEET NO. INDEX PHOTOCELL (ORIENTED NORTH) AND SHALL CONFORM TO THE LATEST REQUIREMENTS STORM WATER POLLUTION PREVENTION PLAN (SWPPP) FOR THIS PROJECT FROM THE 269 OF THE CURRENT CITY OF BAKERSFIELD LED STREET LIGHTING SPECIFICATIONS. C. IN CASE OF DISPUTE METHOD B ABGVE SHALL BE USED. 22. IF THIS PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT DOES MEET THE IN-PLACE DENSITY DEVELOPER AND SHALL KEEP A COPY ON SITE AT ALL TIMES FOR THE DURATION POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES), A "NOTICE OF INTENT" 17. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE 1,727 (NOI) TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE TOLERANCES, IT SHALL BE BROUGHT WITHIN TOLERANCE BY EITHER: REQUIREMENT. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. UNIT U PHASE 4 PHASE 5 OF CONTRACTOR'S OCCUPANCY OF THE SITE, CONTRACTOR IS REQUIRED TO COMPLY 18 THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED BY: TOTAL WITH PROVISIONS OF SAID PLAN. TONS 21. STREET LIGHT LUMINAIRES ARE TO BE LED AS SPECIFIED IN C.O.B. SPECIAL A. A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD, OR 395 SECTION SP7-86.01 OR AN EQUIVALENT AS APPROVED BY THE CITY ENGINEER. 1,352 CL. 11 AGG. BASE LUMINARIES SHALL BE SOLID STATE LIGHT EMITTING DIODE WITH TWIST LOCK B. ASTM D1188 WHEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESTING. ZINC STEARATE 297 PHOTOCELL (ORIENTED NORTH) AND SHALL CONFORM TO THE LATEST REQUIREMENTS MAY BE SUBSTITUTED WITH PARAFFIN. 269 OF THE CURRENT CITY OF BAKERSFIELD LED STREET LIGHTING SPECIFICATIONS. C. IN CASE OF DISPUTE METHOD B ABGVE SHALL BE USED. 22. IF THIS PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL 370 183 POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES), A "NOTICE OF INTENT" 17. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE 1,727 (NOI) TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE TOLERANCES, IT SHALL BE BROUGHT WITHIN TOLERANCE BY EITHER: 217 STORM WATER ASSOCIATION CATH CONSTRUCTION ACTIVITY (SWRCB ORDER NO. A. ABRASIVE GRINDING WITH EQUIPMENT UTILIZING DIAMOND BLADES, 308 2009-009-DWQ AS AMENDED BY ORDER 2010-0014-DWO AND ORDER 906 CONCRETE PARKING AREA 2012-0006-DWQ) MUST BE FILED WITH STATE WATER RESOURCES CONTROL B. REMOVAL AND REPLACEMENT, OR 9,161 BOARD IN SACRAMENTO BEFORE THE BEGINNING OF ANY CONSTRUCTION 16,665 4,958 ACTIVITY. COMPLIANCE WITH THE GENERAL PERMIT REQUIRES THAT A STORM C. PLACEMENT OF AN ASPHALT CONCRETE OVERLAY. LF WATER POLLUTION PREVENTION PLAN (SWPPP) BE PREPARED, CONTINUOUSLY THE METHOD WILL BE SELECTED BY THE CITY ENGINEER. THE CORRECTIVE WORK SHALL BE AT 99 CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION DURING THE CONTRACTOR'S EXPENSE. 1,600 NORMAL CONSTRUCTION HOURS. WASTE DISCHARGE IDENTIFICATION (WDID) NO. LF 1,544 5F15C377505 HAS BEEN ISSUED BY THE STATE WATER RESOURCES BOARD 18. IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO SPECIFIED SURFACE TOLERANCES. 2,168 FOR THIS PROJECT. ADDITIONAL GRINDING SHALL BE PERFORMED, AS NECESSARY, TO ENLARGE THE GRINDING AREA SO THAT SIDEWALK SQFT THE LONGITUDINAL LIMITS OF GRINDING ARE AT A CONSTANT OFFSET FROM, AND ARE PARALLEL TO, THE 23. ANY WORK CONNECTING TO EXISTING PUBLIC FACILITIES FROM PRIVATE NEAREST LANE UNE OR PAVEMENT EDGE, AND THE TRANSVERSE LIMITS OF GRINDING ARE NORMAL TO THE 5,870 PROPERTY WILL REQUIRE AN ENGINEER'S ESTIMATE FOR THE WORK IN THE PAVEMENT CENTERLINE. ALL GROUND AREAS SHALL BE NEAT RECTANGULAR AREAS OF UNIFORM SURFACE SQFT EXISTING PUBLIC RIGHT-OF-WAY TO ESTABLISH THE NECESSARY DEPOSIT FOR APPEARANCE ABRASIVE GRINDING SHALL CONFORM TO THE RE UIREMENTS IN THE FIRST PARAGRAPH D 2,184 4,212 ITEM UNIT PHASE 3 PHASE 4 PHASE 5 PHASE 6 PHASE 7 TOTAL A.C. PAVING TONS 260 290 143 395 264 1,352 CL. 11 AGG. BASE CUYD 265 297 147 404 269 1,382 SUBGRADE PREPARATION CUYD 332 370 183 505 337 1,727 CONCRETE PARKING SUBGRADE CUYD 217 170 119 308 92 906 CONCRETE PARKING AREA SQFT 11,732 9,161 6,426 16,665 4,958 48,942 6" CURB & GUTTER LF 184 404 99 346 567 1,600 6" CURB LF 1,544 1,212 852 2,168 651 6,427 SIDEWALK SQFT 8,378 8,034 4,620 12,140 5,870 39,042 DRIVEWAY SQFT 3,588 3,432 2,184 4,212 2,028 15,444 HANDICAP RAMPS EA 2 4 0 4 2 12 STANDARD STREET NAME SIGNS EA. 2 2 1 5 3 13 5800 LUMEN STREET LIGHTS EA. 2 3 1 4 2 12 MONUMENT ENCASEMENTS EA. 5 2 5 7 5 24 LOCAL STREETS LF 890 765 464 1,264 644 4,027 N HAL Q A H AN THE BASIS OF BEARING A STREET PERMIT. ,FOR TRACTS WITH PRIVATE STREETS, PARCEL MAPS ro o � ® ITEM OF WORK - SEE SCHEDULE THE LAST FOUR PARAGRAPHS OF SECTION 42-2.02, "CONSTRUCTION" OF THE STANDARD SPECIFICATIONS. O IMPROVEMENTS, OR PUBLIC TRACTS WITHOUT RECORDED MAPS) it FLOWLINE STATION - SEE TABLE BENCHMARK USED: A FOG SEAL COAT SHALL BE APPLIED TO ALL FINISHED ASPHALT SURFACES AT THE DEVELOPER'S EXPENSE. NOTE V THE FOG SEAL COAT SHALL BE EITHER REJUVENATING AGENT OR ASPHALTIC EMULSION AS DIRECTED BY 24. INSTALL BLUE MARKERS AT CENTERLINE FOR FIRE HYDRANT LOCATIONS THE CITY ENGINEER. TOP OF CONCRETE MONUMENT IN LAMPHOLE LEGEND: PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYO. 25. PRIOR TO PAVING THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY RD., ALSO ALL TEMPORARY STRIPING SHALL BE Now-TFERk1OPLASnC. 19. ARTERIAL AND COLLECTOR STREET BASE MATERIAL SHALL BE CRUSHED AGGREGATE BASE (CAB) CORNER OF SECTION THAT CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. SECTION DESIGNATION: T.30S., R.26E., CONFORMING TO SECTION 200-2.2 OF THE "GREENBOOK". BASE MATERIAL FOR LOCAL w U W SHOULD CONDITIONS BE CHANGED, A REVISED PLAN SHALL BE SUBMITTED ELEV = 367.96' NAVD ABBREMATIONS STREETS SHALL BE CAB OR FINE GRADATION CRUSHED MISCELLANEOUS BASE (CMB) TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING. LL FLpygINE P.O.VC. POINT INT VERTICAL CURVE CONFORMING TO SECTION 200-2.4 OF THE "GREENBOOK ......... WHICH ALLOWS UP TO 50% OF THE m � CL CENTERUNE B-V.C. BEGIN VERTICAL CURVE VOLUME TO BE RECLAIMED ASPHALT CONCRETE PORTLAND CEMENT CONCRETE, LEAN CONCRETE BASE, 26. ANY ITEMS IN PUBLIC RIGHT -OF WAY THAT ARE DAMAGED OR DO NOT MEET ELEV• ELEVATION E.V.C. END VERTICAL CURVE CEMENT TREATMENT BASE OR A COMBINATION OF THESE MATERIALS. OTHER RECYCLED BASES SHALL NOT CURRENT STANDARDS SET BY PUBLIC WORKS WILL REQUIRE REPAIRING B.C.R. BEGIN CURB RETURN PI POINT OF INTERSECTION BE ALLOWED. AGGREGATE BASE SHALL BE COMPACTED TO A MINIMUM OF 95% MAXIMUM DRY DENSITY. � AND/OR UPGRADING AS PER GTY ENGINEER. E.C.R. END CURB RETURN PRC. PONT OF REVERSE CURVATURE B.C. BEGIN CURVE P.C.C. POINT OF COMPOUND CURVATURE 20. PAVING CONTRACTOR SHALL GRADE THE PAVING AREAS TO THE FOLLOWING MODIFIED CALTRANS STANDARD r EC. END CURVE T.C. TOP OF CURB SPECIFICATION SECTION 19-1.03 PER THE CITY OF BAKERSFIELD: 27. WITH THE EXCEPTION OF THOSE ON RETURNS, STREET SIGNS AND STREET P.LVC. POINT OF INTERSECTION TP TOP OF PAVEMENT LIGHTS SHALL BE INSTALLED AT THE EXTENSION OF THE NEAREST LOT UNE OF VERTICAL CURVE FC FINISH CONCRETE IMMEDIATELY PRIOR TO PLACING SUBSEQUENT LAYERS OF MATERIAL THERON, THE GRADING PLANE SHALL TO WHERE THEY ARE SHOWN HEREIN. P.O.C. POINT ON CURVE R/W RIGHT-OF-WAY CONFORM TO THE FOLLOWING: 28. MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK TO FACE WALL P/L PROPERTY LINE AP. ANGLE POINT A. WHEN ASPHALT CONCRETE OR ASPHALT CONCRETE BASE IS TO BE ON THE GRADING PLANE, STRUCTURE SHALL BE 4:1 EXCEPT FOR TWO FEET BEHIND THE SIDEWAALK THE EP. EDGE OF PAVEMENT UG CURB AND GUTTER THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.04.04 FOOT ABOVE OR BELOW WHERE THE MAXIMUM SLOPE SHALL BE 2R ALTERNATIVELY, THE CITY F.O.C.FACE OF CURB IX. EXISTING THE GRADE ESTABLISHED BY THE ENGINEER. ENGINEER MAY APPROVE CURBING BEHIND THE SIDEWALK OR OTHER METHOD P.A.F.L F. INVERT PARKING AREA FLOW UNE INV. INVERTT TO PREVENT EROSION ONTO THE SIDEWALK. O FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -22 B. WHEN THE SUBBASE OR BASE MATERIAL (OTHER THAN ASPHALT CONCRETE BASE) TOE PLACED THE GRADING PLANE, THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORTHAN 0.04 R 29. UNITS 3, 4, 5, & 7 ARE TO BE ALL CONSTRUCTED SIMULTANEOUSLY AND @ EXISTING SURVEY MONUMENT A TEMPORARY TYPE III CALTRANS BARRICADE WILL BE INSTALLED AT UNIT 6 FO OT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. FO BOUNDARY AND BE REMOVED WITH THE FUTURE CONNECTION ALONG + FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. a a BARBON BECK AVENUE. Z m U~ FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. 30. ALL IMPROVEMENTS CONSTRUCTED PER THESE PLANS TO BE PRIVATELY W t S Zo O CDOOV MAINTAINED. C-590 P & INSTALL PRIVATE STREET LIGHT -5800 LUMEN 'LED" h 1-- W W TYPE PER DETAIL "i` ON SHEET 7 cr- cn $ C� EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS CONSTRUCT 16 BOTTOM WIDTH DRIVEWAY W/3' WINGS 3 ' PER C.O.B. SID. ST -7. (UNLESS OTHERWISE NOTED) INDEX OF SHEETS SHEET TITLE 1. COVER SHEET 2. BARBON BECK AVENUE (STA. 10+00.00 C.L. TO 18+50.00 C.L.) 3. BARBON BECK AVENUE (STA. 18+50.00 C.L. TO 27+69.12 C.L.) 4. EVERTON AVENUE 5. LEIGHFIELD WAY & HIGHGATE GREENS DRIVE 6. FULHAN STREET & MORLEY WAY 7. CUMBRIAN WAY & BROCKLESBY STREET LEGEND (CONT.), -- o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS CONSTRUCT TYPE "A' CATCH BASIN 'NTH 3.5' OPENING PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. ® CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER C.O.B. STD. D-14 WITHOUT WINGS, UNLESS NOTED OTHERWISE s SEWER - REFER TO SEWER & STORM DRAIN PLANS SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS © SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. EXISTING SEWER LINE -- -- -- EXISTING STORM DRAIN LINE --�---- EXISTING GAS UNE ae� m m a s a eae� TRACT BOUNDARY _ _ _ CENTERUNE MIN NON NON NON NON aIN UNIT BOUNDARY . CONSTRUCTION LIMITS PARKING AREA - SEE CONSTRUCTION NOTE 6. NOTE: 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION WITHIN THE CITY RIGHT-OF-WAY, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE, TELEPHONE 326-3049. NO CITY INSPECTIONS WILL BE GIVEN FOR THE WORK IN THIS AREA UNTIL A STREET PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED. 2. ALL FACILITIES NOT IN THE PUBLIC RIGHT OF WAY IS TO BE PRIVATELY MAINTAINED. 3. ALL MATERIALS SUPPLIED FOR THIS PROJECT WILL REQUIRE A CERTIFICATE OF COMPLIANCE STATING THAT THE REQUIREMENTS & STANDARDS SET FORTH BY THE CITY OF BAKERSFIELD HAVE BEEN MET. ENGINEER'S STATEMENT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD - I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS AND DESIGN CRITERIA ENCOUNTERED DURI G CONSTRUCTION. SHALL BE CORRECTED AND SUCH CORRECTIONS LE TED ON CORRECTED PLANS SUBMITTED TO THE CITY ENGINEER. R962R A. McIN EXP. 6-30-20 Z'! B DATE 0 IN ACCORDANCE WITH THE CONDITIONS OF THE VESTING TENTATIVE MAP, THE IMPROVEMENT PLANS HAVE BEEN REVIEWED BY THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT. ALL IMPROVEMENTS HEREIN ARE PRIVATE AND ARE TO BE PRIVATELY MAINTAINED. APPROVED BY: NICOLAS FIDLER, PUBLIC WORKS DIRECTOR DATE , R.C.E. NO. 61069 EXP. 12-31-18 REVIEWED BY: STUART J. PATTESON, ASSISTANT PUBLIC WORKS DIRECTOR R.C.E. NO. 44898 EXP. 3-31-20 REVIEWED BY: `•'•"""- 7% TRAFFIC ENGINEER DATE BASIS OF BEARINGS: THE BEARING OF N 01'02'20" E SHOWN FOR THE EAST LINE SECTION 10, T. 30 S., R. 26 E. AS SHOWN ON RECORD OF SURVEY, BOOK 25, PAGE 49 WAS USED AS O CURVE NUMBER FOR CURVE DESCRIPTION THE BASIS OF BEARING SHOWN HEREON. ro o � ® ITEM OF WORK - SEE SCHEDULE WC r gz O it FLOWLINE STATION - SEE TABLE BENCHMARK USED: NOTE V SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYO. INTERSECTION OF MING AVENUE AND ALLEN RD., ALSO ALL TEMPORARY STRIPING SHALL BE Now-TFERk1OPLASnC. BEING THE NORTHWEST CORNER OF SECTION 12, SECTION DESIGNATION: T.30S., R.26E., w U W SECTION LETTER A ELEV = 367.96' NAVD 88 DATUM) SHEET WHERE SECTION IS SHOWN _2 NOTES: 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN PLANS AND DETAILS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A -C. OVER 0.40' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -13. 67-1.7 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. DaiL-1 N0 (now what's below. Call before you dig. CITY RECORDS NO: ro o � WC r gz O _ V _Z V rn o M M n � rrn = m n U ZO Z LL I a J waw w U W w �n o vw m N � m w m � m PWS b M > z � Y S/9�1 3F y1P r 0 h it P v U Z a a Z m U~ c W W t S Zo O CDOOV . C-590 V h 1-- W W cr- cn $ C� 3 W T �L ` n - 12 B.C./END C&G F.L/ \ I /�" II r R N P.A. 6 I J I �� I 9 I 10 Szi I 11 I 12 I 13 3 a I m N STA. 15+67.76 C.L. 1200 C jSTA. 15+67.76 F.L r I I I Q 5 I `� I % I $ I I g3 I I JFOo, 1 ' `� of Ud 1>Q JJ a STA. 15+69.65 F.O.0 zti ww n \ NN w \ K US doJ w rc� JJ I 1 -i 1 'IJo om mml�a z \ zi WILL I I : til : I til ¢nB til til til til�m mm< 1�� ^ m �1 a Qo ciLL ti ti ti � d` � ti nnm +g Iryi N \ mm O O O O mf O O RJJ O' a.,JNNVO NNIt) OQF gpWQI Q \ y �I mm LL) LL) LLI ,NLLT LLI LLN IQLLJJ UU I -LL,n i LL+1I#+nn + LLI (JLL Kl:V inm 20 ^6 ti�i dtiv�di 7'd «a(d(+qVVVVa 3 4 rQmoio+. nF+lI LL?J¢ mNm+ mFNm+ WQ +'4 gI d N >i9. 0mi+ PA J 3Jti as - 6 pp 11 13 _ 8i C? ,p+ _ ____ _ __ ___- ____ ____ __ __ _ _ _____ _ __ _.........._____ ____ __ CRAN 12_-____ _ _____ ma' _ 1 CS a 11+00 N89WS5°W 26&90' 12+00 1 3 13100 4 N89'4655"W 280.00' 15+00 C4 16+00 . m ti� C2 6 SEWERS 5 • S -' s - - - - 3 1 - - - SEWER _ � _ O _ _ � _ �- 5 8* ­SEWER C4 1 - •� ___ Ry ____ ___ _ 6 O 4 e CI C4 _,_._._ C4 9979 : L[ 6ZL 7 3 4 8 4 8 i ti : : m m U i i e C II Z o 0 2 5 4 n\ as /n 7 2 5 o PA + { i T N oK r< I'MO r 6 Q N M PA I� y II rc r n o II 3_ _ __ 'Ii 1` "'\.I i-iwTaZ'n II Nmm30jll1L111" .. Li' N0JU08om+Jl00Oai+in \a`JmmzLi, a m8N(O0+JnJmJIp0+LL mtiO,p0+LLQ3Km (rn�JJmLL \ti OJOddOodIp 14i�mn zQoOrOII I 00�1 mwK mrK(.lli,li m(rKJm,LL w3mmKdUQmQz�U ..�II118�`� IIrSIn 1I1I . ' do^Umd�JII LLm=dtiJ jLLUma rcmd�6tiJdamd+tiaramd+p3 ILIk1`F o + 25 26 OC4O O AN + m�-14 JIUdLLJ 00 5 1++ ^^^12' ao amm 0oo 272LL12'}1.m. �� m< OI24 --U d°oO=-P2212I 18' 18' Tri Tri Tri �14 fj+imo18m+z• i781M ++ +30 a.o nN 3 mmm2 rdd- j n .. m mmm FUUHAN STREET MORLEY WAY CUMBRAIN WAY SEE SHEET 6 SEE SHEET 6 B A R B O N BECK AVENUE SEE SHEET 7 (PRIVATE STREET) (STA. 10+00.00 C.L. TO 18+50.00 C.L.) SCALE: 1" = 40' HORIZONTAL 362 360 358 356 354 352 350 348 346 10� =1 6J1�Jlr7l 8 -_j I I I til ii ti til tF n OI O I N nn) Til r b,. ' I r t 5 +I 3+ 3+ +I 3+ VI _ rPA _ d2) AS) oa CURVE TABLE CURVE RADIUS LENGTH TANGENT 17+00 N89.46'55°W 301.10' 18+00 1 9 C1 25.00' s 6 SEWER+- 90'00'00° C2 _ s8 s C4 90'W'OU" C3 37.00' 12.86' 6.50 19'55'11° 17 8 7.95' o 2 5 d p/L U a o 0 U 16 o LL 9 7.55' N Q21 0 II 1rn ,Ih I I w "j 20 "j STA. 13+32.11, F.O.C. ++Wm CIENTERUNE B.V.C. BEGIN VERTICAL CURVE ® 1 \ ® ITEM OF WORK - SEE SCHEDULE '� CONSTRUCT 5 DETACHED STANDARD TYPE SIDEWALK PER C.O.B. STD ST -6 ELEV. CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 25.00' 39.27 25.00' 90'00'00° C2 37.00' 58,12' 37.00' 90'W'OU" C3 37.00' 12.86' 6.50 19'55'11° C4 10.00' 7.95' 4.26 45'3423° C5 43.00 14.95' 1 7.55' 19.55'11° 362 360 358 356 354 352 350 348 346 362 - - - . K ommwa_ =LLvz�.I 'LLQdmwi anj>wmrdo TI __ !I - M -Ti ��II_m,>n - T � I 'm�Kom LLc'zmJWi wo� 3 62 360 360-- A 358 IL358 on m q356 + I �356 I 6 + W d + 1z U a ° m l W S10.25* T m z -tim Um6P1 Fm- Q rN 354354 0.25$ __ M 352. - ___._SWT _RDWLINE '__.... -1b--- _t 11, PROPO SWIH OWLNE �_ 352 - PROPOSED FLOWUNf♦ I I 350POOP-- --11- --- __---r �;�- -- �I _i i -_-_ __!.-------��-� °'--. ___.-- + --4---' cn 350 Im - a I -- -------------- SII - -�� , Z'; 348 +�T 348 �f 346 - 1 �J� - - L - - -1 - --- a 346 10+00 11+00 12+00 13+00 14+nn 1540 1640 17400 1R4nn LANDSCAPE F.O.C. STATIONING (STA. 10+00.00 C.L. TO 18+50.00 C.L.) z REF. NO. DESCRIPTION I I � ciwLL T.C. ELEV. W � STA. 10+2214, C.L 15.00 RT. STA 10+22.95, F.O.C. U pOm I w SCALE: 1" = 4' VERTICAL (JILL ILL 354.39' LEGEND: 1918<�Y<- LEGEND (CONT.): �Z NOTES: $<m ABBREVIATIONS -- o o +++ I J U FL FLOWUNE P.O.V.C. POINT ON VERTICAL CURVE 353.89' I I w P.R.C. STA 13+28.05, C.L. 15.00 RT. STA. 13+32.11, F.O.C. ++Wm CIENTERUNE B.V.C. BEGIN VERTICAL CURVE ® 1 \ ® ITEM OF WORK - SEE SCHEDULE '� CONSTRUCT 5 DETACHED STANDARD TYPE SIDEWALK PER C.O.B. STD ST -6 ELEV. ELEVATION E.V.C. END VERTICAL CURVE STA 14+87.50, F.O.C. I m 9<1r I STA 14+89.76, GL 15.00 RT B.C.R.PI BEGIN CURB RETURN POINT OF INTERSECTION ® B.C. STA 15+38,48, C.L. 18.00 LT. 3 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. Ma SCALE: 1" = 40' CONSTRUCT TYPE "A" CATCH BASIN NTH 3.5' OPENING PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. NOTE SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT 2 CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 REVISED B.C. B.C. WRVS P.C.C. PONT DE COMPOUND CURVATURE 353.135' ©3 STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT 4 O STANDARD PLAN R.S.P. A88A-CASE A OR F - DETAIL "6" ON SHEET 4. 40' 20' 0' 4A' 80' 362 360 358 356 354 352 350 348 346 362 - - - . K ommwa_ =LLvz�.I 'LLQdmwi anj>wmrdo TI __ !I - M -Ti ��II_m,>n - T � I 'm�Kom LLc'zmJWi wo� 3 62 360 360-- A 358 IL358 on m q356 + I �356 I 6 + W d + 1z U a ° m l W S10.25* T m z -tim Um6P1 Fm- Q rN 354354 0.25$ __ M 352. - ___._SWT _RDWLINE '__.... -1b--- _t 11, PROPO SWIH OWLNE �_ 352 - PROPOSED FLOWUNf♦ I I 350POOP-- --11- --- __---r �;�- -- �I _i i -_-_ __!.-------��-� °'--. ___.-- + --4---' cn 350 Im - a I -- -------------- SII - -�� , Z'; 348 +�T 348 �f 346 - 1 �J� - - L - - -1 - --- a 346 10+00 11+00 12+00 13+00 14+nn 1540 1640 17400 1R4nn 60' RIGHT OF WAY LANDSCAPE F.O.C. STATIONING (STA. 10+00.00 C.L. TO 18+50.00 C.L.) z REF. NO. DESCRIPTION C.L STATION F.O.C. STATION T.C. ELEV. SCALE 1" = 40' HORIZONTAL P.R.C. STA. 10+2214, C.L 15.00 RT. STA 10+22.95, F.O.C. 354.35' Q E.C. SCALE: 1" = 4' VERTICAL STA. 10+30.91, F.O.C. 354.39' LEGEND: LEGEND CONT.L LEGEND (CONT.): CONSTRUCTION NOTES: ® ABBREVIATIONS -- o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS Oj CURVE NUMBER FOR CURVE DESCRIPTIONO 0 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 FL FLOWUNE P.O.V.C. POINT ON VERTICAL CURVE 353.89' © P.R.C. STA 13+28.05, C.L. 15.00 RT. STA. 13+32.11, F.O.C. CL CIENTERUNE B.V.C. BEGIN VERTICAL CURVE ® STORM DRAIN MANHOLE - ® ITEM OF WORK - SEE SCHEDULE 353,64' CONSTRUCT 5 DETACHED STANDARD TYPE SIDEWALK PER C.O.B. STD ST -6 ELEV. ELEVATION E.V.C. END VERTICAL CURVE STA 14+87.50, F.O.C. REFER TO SEWER & STORM DRAIN PLANS 1❑ FLOWLINE STATION -SEE TABLE P.R.C. STA 14+89.76, GL 15.00 RT B.C.R.PI BEGIN CURB RETURN POINT OF INTERSECTION ® B.C. STA 15+38,48, C.L. 18.00 LT. 3 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. 11 END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE STA 15+45.62, C.L. 15.00 LT. CONSTRUCT TYPE "A" CATCH BASIN NTH 3.5' OPENING PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. NOTE SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT 2 CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 REVISED B.C. B.C. WRVS P.C.C. PONT DE COMPOUND CURVATURE 353.135' ©3 STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT 4 O STANDARD PLAN R.S.P. A88A-CASE A OR F - DETAIL "6" ON SHEET 4. E.C. END END WRVS T.C. TOP OF CURB ® CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. 353,23' 05 P.I.V.C. POINT OF INTERSECTION TP TOP OF PAVEMENT STA 16+23.31, F.O.C. C.O.B. STD. D-14 WITHOUT WINDS, UNLESS NOTED OTHERWISE. 16 O CONSTRUCT 6" CONCRETE CURB WITH 12" TOTAL CURB HEIGHT STA 18+25.25, F.O.C. OF VERTICAL CURVE Fc FINISH CONCRETE Q P.R.C. ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. STA 18+33.20, F.O.C. AND 6" REVEAL PER DETAIL "2" ON SHEET 4. P.O.C. PA PONT ON CURVE R/W RIGHT-OF-WAY PROPERTY UNE - s SEWER - REFER TO SEWER & STORM DRAIN PLANS SECTION DESIGNATION' © PARKING AREA 6" THICK CONCRETE- SEE DETAIL "5" ON SHEET 4. E.P. A.P. ANGLE PONT EWE OF PAVEMENT C&G CURB AND GUTTER ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. SECTION LETTER STA 14+0&90, C.MOO LT. STA 14+09.16, F.O.C. F.O.C. FACE OF CURB EX EXISTING UNIT BOUNDARY STA 14+0&90, C.L 18.00 RT. A 3n O INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C AND W31(CA) P.AF.L PARKING AREA FLOW UNE INV. INVERT © SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS POOP - - - SIGN WITH OM4-3 MARKER AT THE UNIT BOUNDARY OF 2 TRACT IF THE ADJACENT UNIT IS NOT CONSTRUCTED AT THE SAME TIME. Q FURNISH &INSTALL SURVEY MONUMENT PER C.O.B. SID. ST -22 POOP-- '--'--""-'s-- --'-- EXISTING SEWER UNE SHEET WHERE SECTION IS SHOWN Z � 6F -d W 04 5 EXISTING SURVEY MONUMENT ------- '3 EXISTING STORM DRAIN UNE N0TES: ® CONSTRUCT TYPICAL STREET CORNER - SEE DETAIL "3" ON SHEET 4. FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. c EXISTING GAS UNE 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAINO9 cc �o CONSTRUCT TYPICAL STREET BULGE - SEE DETAIL "4" ON SHEET 4. +- FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. TRACT BOUNDARY PLANS AND DETAILS. c CENTERUNE 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. -o- IV FURNISH &INSTALL PRIVATE STREET uGHT-SBO LUMEN 'LED" W OVER 0.40' AGGREGATE BASE OVER 0.50' COMPACTED TYPE PER DETAIL 9' SHEET 7. N UNIT BOUNDARY O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER 0 EXISTING STREET UGHT PER SEPARATE APPROVED STREET PLANS - -- CONSTRUCTION OMITS C.O.B. STD. ST -13. CONSTRUCT 19 BOTTOM WIDTH DRIVEWAY W/3' WINGS ® PARKING AREA - SEE CONSTRUCTION NOTE 6. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.D.B. STD. ST -7. (UNLESS OTHERWISE NOTED) PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 60' RIGHT OF WAY LANDSCAPE F.O.C. STATIONING TABLE z REF. NO. DESCRIPTION C.L STATION F.O.C. STATION T.C. ELEV. ❑1 P.R.C. STA. 10+2214, C.L 15.00 RT. STA 10+22.95, F.O.C. 354.35' Q E.C. STA 10+29.2$ C.L. 1&00 RT STA. 10+30.91, F.O.C. 354.39' 3 ❑ E.C. STA 10+57.86 C.L 18.00 LT STA. 10+5&1 F.0.C. Z, 354.33' ® B.C. STA 12+02.62, C.L. 1&00 RT. STA. 12+04.25, F.O.C. 35397' 0 P.R.C. STA 12+09.76, C.L. 15.00 RT. STA 12+12.20, F.O.C. 353.89' © P.R.C. STA 13+28.05, C.L. 15.00 RT. STA. 13+32.11, F.O.C. 353.59' 7❑ Ec. STA 13+35.19, C.L. MOD RL STA 13+40.06, F.O.C. 353,64' ® B.C. STA 14+8262, C.L. 18,00 RT STA 14+87.50, F.O.C. 353,27' ❑9 P.R.C. STA 14+89.76, GL 15.00 RT STA 14+95.45, F.O.C. 353.17 ® B.C. STA 15+38,48, C.L. 18.00 LT. STA. 15+38.74, F.O.C. 35313' 11 P.R.C. STA 15+45.62, C.L. 15.00 LT. STA. 15+46.69, F.O.C. 353.05' 2 P.R.C. STA 15+74.90 C.L. 15.00 LT. STA. 15+77.00 F.QC. 353.135' ©3 EG STA 15+82.04, C.L. MOO LT. STA 15+85.56, FaC. 353.14' ® P.R.C. STA. 16+08,05, C.L. 15.00 RT. STA 16+15.36, F.O.C. 353,23' 05 E.C. STA 16+15.19, C.L MOO RT. STA 16+23.31, F.O.C. 353.31' 16 B.C. STA 18+17.12, C.L 1&00 RL STA 18+25.25, F.O.C. 353.97 Q P.R.C. STA. 18+24.26, C.L. 15.00 RT. STA 18+33.20, F.O.C. 353,89 ® P.R.C. STA 18+53.55, C.L 15.00 RT. STA 18+64.11, F.O.C. 353,97' 19 E.C. STA 18+60.69, C.L. 1&00 RL STA 18+72.06, F.O.C. 354.05' ® UNIT BOUNDARY STA 14+0&90, C.MOO LT. STA 14+09.16, F.O.C. 353,45' Q UNIT BOUNDARY STA 14+0&90, C.L 18.00 RT. STA 14+13.78, F.O.C. 353.45' 60' RIGHT OF WAY 0.50 COMPACTED SUBGRADE ® 95$ REL DENSITY. aGFNssDy� GTREET10SECTION ; (PRIVATE STREET) R=53 TI=4.5 $c Ac WMSP EXHIBIT 4-19 Know what's below. Call before you dig. •w m v+ o LANDSCAPE O z U w z _Z LANDSCAPE V 1 SIDE_ AREA a 4 w I m � 3 m x �� SIDE - 1 WALK 7'S uIN. o o LANE LANE m LANE o K o of Mw, WALK co � k1 MAX tl o. 1.31Ri N.SR m 1 155 YN. a 1:1 MK -� m 1M M1 i NAX N \ PROPOSED U 1� PO PROPOSED SIDEWALK a20' A.0 PAWNG SIDEWALK 6" caVoF w� z 0 0.40' AGG. 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ON `p+ 9 83_ O N8r39.45'E 201.99�Jm1-.- 21+001 i3 l I ) I II L1 Im 9 J 10 II\ © o (m law 7.95' N p1Y a la 14 j N' tel/ IF N IF 14 J W IT•' Im p JJp' Im Im IQ} U m Qlo6� J/ O j Jjo n 10.88' n cl � Im Uww oa I jjm U jjo (� U}} 02'33'79" W Uw K UIi 1LL � $1 NN 488.00' Nb � TNM U Y<N 48200' Jmh II DVII© pNN II RhN I IiNN b <Y"I1 I 8.70' a Q++m � 16 15 yNN I N++, NNI - I 18 l til< ( ti rr< �FF6MM I m -r w Minis I m NtnV V)mw mml~/1 ISO© II I II L1 Im 9 J 10 II\ © �11 (m law 7.95' N 4534'23' 14 j N N F. IF O IF p J W IT•' Im p JJp' Im Im \ U m JJo1m J/ j` UI W j Jjo n 10.88' Ulr li j hh LL Uww l Y Q O aU1LL (� U}} 02'33'79" W � .Uli FNN �Ig � $1 NN 488.00' ^* Z ay CO pp U Y<N 48200' 1 II DVII© II I,I II RhN I 4.12' I •.,NN �. 6 m 8.70' a _� � I� 0., \ 18 l 17 q Baal �FF6MM I 1 =FF 15 w Minis I m NtnV � nmm 1 IQ ininm dNln 1m h 1:9 Q N 1m Ile m . O VIN Za NtNVNO 22 l 21 l 20 l 19 cd 21 BECK AVENUE (PRIVATE STREET) (STA. 18+50.00 C.L. TO 27+69.12 C.L) SCALE: 1" = 40' HORIZONTAL I (4 II I II L1 Im 9 J 10 II\ 50.00' �11 (m law 7.95' N 4534'23' 14 j N N F. IF O IF p J W N Im p JJp' Im Im \ U m JJo1m J/ j` UI W j Jjo n 10.88' Ulr li j hh LL Uww l Y Q O aU1LL (� U}} 02'33'79" W � .Uli FNN �Ig NN $1 NN 488.00' ^* Z ay CO pp U Y<N 48200' 1 266' I dd RhN I 4.12' I •.,NN �. 6 VIN Za NtNVNO 22 l 21 l 20 l 19 cd 21 BECK AVENUE (PRIVATE STREET) (STA. 18+50.00 C.L. TO 27+69.12 C.L) SCALE: 1" = 40' HORIZONTAL I (4 II I II L1 Im 9 J 10 II\ 50.00' �11 (m law 7.95' N 4534'23' 14 j N N d N C4 o 8 Ib mm 271'45'14" JJ p JJp' IN Im Ii -n wjJ Q,UIi m JJo1m J/ j` UI W ULLLL LL n 10.88' Ulr li j wCN U. l Y Q O aU1LL (� U}} 02'33'79" W � .Uli FNN �Ig mmwl $1 NN 488.00' ^* Z ay CO pp NNN CJQ 48200' 1 266' I QIQ-Q RhN I 4.12' •.,NN �. 6 m 8.70' a N � I� 0., \ 18 l 17 q Baal �FF6MM I 1 =FF 15 w Minis I m 6' SEWER _ 277+00+00 II tri II L1 � 9 J 10 II\ 50.00' �11 (m law 7.95' N 4534'23' 14 j N N 15.66' N C4 42,OV 8 Ib p 271'45'14" JJ p JJp' and Im JJp wjJ Q,UIi UW Flp mm J/ j` UI W ULLLL LL n 10.88' a JJ O 1- LL12 wCN U. ti Y Q O aU1LL NNM U}} 02'33'79" W � .Uli FNN �Ig nnr I NN 488.00' ^* Z ay CO pp NNN CJQ 48200' INS 266' dnn M ' 2 QIQ-Q RhN NN 4.12' •.,NN �. 6 m 8.70' I 46'25.22' M' 6' SEWER _ 277+00+00 PA �St�� Y, PJ./GRADE BREAK STA. 28+11.12 C.L 0.00 RT. _ I STA. 26+4282 EL NORTH 1 STA 28+4258 F.L SOUTH 1 DRIVEWAY STK 28+32.68, F.L r 12 13 , 'vi VERT. CURVE M z ��". > �1a lei dingy._ -i__�, III U jl \8 w•� z i- v �b N 2 flF JN j" F Et Y w I I a o_ N W n i i K �Q� c3 _-�_ s m > a a S�.32% -- M PROPOSED N TH FIDWIJN�__--* __.i;'�__ _ m m -S NORFLO1H WUNE ad nm ! III I p it YmQ@ ^p IIF i I pOJ p rNNQ S C p I 1"nn 9n+nn 91+nn 92+nn LLL 93 -tan 24+00 25+00 26+00 27+00 28+00 LINE TABLE UNE tri DISTANCE L1 � rl 11 ~I II\ 50.00' 90'00'00' C2 law 7.95' 4.20' 4534'23' 14 a 29.63' 15.66' 1F C4 42,OV 199.21' 40.73' 271'45'14" N p JJp' and Im m wjJ Q,UIi 482.00' Flp mm " N C7 481100' 21.76' 10.88' a CB 57200' U JLLo JJ Db:iWlmi C9 l 23.10' 11.55 02'33'79" 1p � .Uli 2283' pi D�fG tV 02'33'19' C11 488.00' al�l� Sww 9.88' � 00bi0 IiQN 48200' 5.32' 266' 00'3759' L13 1000' NN 4.12' NN<�NV C14 YS+ 8.70' I 46'25.22' I� NNN �FF6MM 16 =FF 15 I I CJ NtnV � nmm 1 IQ ininm dNln PA �St�� Y, PJ./GRADE BREAK STA. 28+11.12 C.L 0.00 RT. _ I STA. 26+4282 EL NORTH 1 STA 28+4258 F.L SOUTH 1 DRIVEWAY STK 28+32.68, F.L r 12 13 , 'vi VERT. CURVE M z ��". > �1a lei dingy._ -i__�, III U jl \8 w•� z i- v �b N 2 flF JN j" F Et Y w I I a o_ N W n i i K �Q� c3 _-�_ s m > a a S�.32% -- M PROPOSED N TH FIDWIJN�__--* __.i;'�__ _ m m -S NORFLO1H WUNE ad nm ! III I p it YmQ@ ^p IIF i I pOJ p rNNQ S C p I 1"nn 9n+nn 91+nn 92+nn LLL 93 -tan 24+00 25+00 26+00 27+00 28+00 LINE TABLE UNE BEARING DISTANCE L1 N 89'46'55" W 47.53' -- N 89'46'55 W 50.00' CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 2500' 39.27' 25.00' 90'00'00' C2 law 7.95' 4.20' 4534'23' C3 37.00' 29.63' 15.66' 4552'37' C4 42,OV 199.21' 40.73' 271'45'14" C5 500.00' 22.30' 11.15' 02'33'19" C6 482.00' 21.5V 10.75 02'33'19" C7 481100' 21.76' 10.88' 02'33'19" CB 57200' 2284' 11.42' 0233'19" C9 518.00' 23.10' 11.55 02'33'79" CIO 51200' 2283' 11.42' 02'33'19' C11 488.00' 79.76' 9.88' 0219.14' C12 48200' 5.32' 266' 00'3759' L13 1000' 7.81' 4.12' 44'44'07' C14 law 8.70' 4.29' 46'25.22' SCALE: 1" = 40' 40' 20' 0' 40' 80' 362 �I 360 N� 358 Y �, 356 m +II 354 �!II 352 350 ~I, 348 346 362 360 358 356 354 352 350 348 346 (STA. 18+50.00 C.L. TO 27+69.12 C.L) F.O.C. STATIONING TABLE SCALE: 1" = 40' HORIZONTAL REF. NO. DESCRIPTION C.L. STATION F.O.C. STATION T.C. ELEV. SCALE: 1" = 4' VERTICAL ❑1 P.R.C. STA. 18+53.55, OL 15.00 RT. STA. 18+64.17, F.O.C. 353.97 ❑2 B.C./G4RADE BREAK STA 18+97.53, C.L. 1&00 LT. STA 19+01.04, F.O.C. 354.15' Qp,OFESS 03 EO STA. 19+19.83, C.L. 18.00 LT. STA 19+2254, F.O.C. 354.10' �QFO r ® &C./GRADE BREAK STA. 18+97.53, OL 18.00 RT STA. 19+08.97, F.O.C. 354.15' y �` • l.._-- LEGEND: LEGEND (CONT.) LEGEND (CONT.): CONSTRUCTION NOTES: p5 EC. STA. 79+19.83, C.L. 18.00 RT. STA. 79+3201, F.O.C. 354.09' 0. 102 C.L.© B.C. STA. 19+59.08, 18.00 LT. STA. 19+61.79, F.00. 354.00' A'• ABBREVIATIONS -- o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS O CURVE NUMBER FOR CURVE DESCRIPTION 1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 Q7 P.R.C. STA 19+66.22 C.L. 15.00 LT. STA. 19+69.74, F.O.0 353.92' Q, FL FLOWUNE P.O.V.C, POINT ON VERTICAL CURVE S'�. CIV1T- P¢� 3 9 8 P.R.C. STA. 19+95.51 C.L 75.00 LT. STA. 20+00.65 F.O.C. 53.85' T 0 CL CENTERLINE B.V.C. BEGIN VERTICAL CURVE ® STORM DRAIN MANHOLE - ® ITEM OF WORK -SEE SCHEDULE 2 CONSTRUCT 5' DETACHED STANDARD TYPE SIDEWALK PER C.O.B. STD ST -6 FOFc0.L1E ELEV. ELEVATION E.V.C. END VERnCAL CURVE REFER TO SEWER & STORM DRAIN PLANS 1❑ FLOWUNE STATION - SEE TABLE ❑9 EC. STA. 20+0265, C.L 1&GO LT. STA. 20+0&61, F.00. 353.89' B.C.R. BEGN CURB RETURN PI POINT OF INTERSECTION 3 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. B.0 STA. 21+27.82 C.L. 18.00 LL STA. 21+27.78, F.O.G. 353.5V EC.R. END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE CONSTRUCT TYPE 'A" CATCH BARN WITHHER 3.5' OPENING PER NOTE. CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT O CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 REVISED ® 67-17"PB B.C. BEGIN CURVE P.C.C. POINT OF COMPOUND CURVATURE C.O.B. STD. D-14, UNLESS NOTED OTHERWISE ¢ 11 E.C. STA 21+44.12 C.L 1800 LL STA 21+50.88, F.0.0 353.54' '.. STRIPING & PAVEMENT MARKINGS CA BE THERMOPLASTIC PAINT STANDARD PLAN R.S.P. A88A-CASE A OR F - DETAIL RB EI SHEET 4. 1 B.C. STA 21+27.82 C.L 1&00 RT STA 21+34.00, F.0.0 353.59' EO END CURVE T.C. TOP OF CURB © CONSTRUCT TYPE 'A' CATCH BASIN WITH 3.5. OPENING PER PER CALTRANS STANDARD SPEgFlCAnON PTH-02ALKYD. © PJAC. POINT OF INTERSECTION TP TW OF PAVEMENT C.O.B. STD. 0-14 WITHOUT WINGS UNLESS NOTED OTHERWISE. O CONSTRUCT 6" CONCRETE CURB WITH 12" TOTAL CURB HEIGHT 3 P.C.0 STA 27+27.34, OL 1&00 RL STA 21+39.32, F.00. 353.58' ('y ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. 1 OF VERTICAL CURVE FC FINISH CONCRETE AND 6" REVEAL PER DETAIL "2" ON SHEET 4. r s SEWER -REFER TO SEWER &STORM DRAIN PLANS ® P.R.C. STA 21+34.60, C.L 15.05 RL STA. 21+47.73, F.O.C. 353.50' S L P.O.C. POINT ON CURVE R/W RIGHT-OF-WAY SECTION DESIGNATION: © PARKING AREA 6" THICK CONCRETE- SEE DETAIL "5" ON SHEET 4. - • " -4 PAL PROPERTY UNE A.P. ANGLE POINTSECTION LETTER ® # UNIT BOUNDARY STA 21+44.12, C.L. 1200 RL L * STA. 21+44.12 F. --- E.P. EDGE OF PAVEMENT C&G CURB AND GUTTER ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. A INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C i6 P.R.C. STA. 22+53.26, C.L. 1500 RL STA. 22+67.19, F.O.C. 353.38' F.O.C. FACE OF CURB EX. EXISTING © SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. ---- -- O AND W31(CA) SIGN WITH OM4-3 MARKER AT THE UNIT BOUNDARY OF © E.C. STA. 22+60.40, OL 18.00 RL STA 22+75.74, F.O.C. 353.40 P.AF.L PARKING AREA FLOW LINE INV. INVERT �2 TRACT IF THE ADJACENT UNIT IS NOT CONSTRUCTED AT THE SAME TIME. Q FURNISH & INSTALL SURVEY MONUMENT PER G.G.B. SID. ST -22 "--'- - --' - S---- EXISTING SEWER LINE SHEET WHERE SECTION IS SHOWN ® &C. STA. 25+7&69, OL 18.00 LT. STA. 25+85.46, F.O.C. 354.19' EXISTING SURVEY MONUMENT ---- ---- ? -- EXISTING STORM DRAIN UNE NOTES, 8 CONSTRUCT TYPICAL STREET CORNER - SEE DETAIL "3" ON SHEET 4.P.R.O STA. 25+85.84, C.L 15.00 LL STA 25+93.41, F.O.C. 354.15' a 09 -+- FURNISH & INSTALL STREET SIGN PER C.G.B. STD. T-1. - --- --_.-- EXISTING GAS LINE 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN O9 CONSTRUCT TYPICAL STREET BULGE - SEE DETAIL "4" ON SHEET 4. ® P.R.C. STA 26+15.12, OL 15.00 LT. STA. 26+24.32 F.O.C. 354.22' TRACT BOUNDARY PLANS AND DETAILS. Q E.C. STA. 26+2226, OL 1&00 LT. STA 26+3227, F.O.C. 354.30' -¢- FURNISH &INSTALL METRO STREET SIGN PER C.O.& STD. T-1. _ _ ��� 2. LOCAL STREETS -PAVEMENT TO BE 0.20' TYPE "B" A.C. ® B.C. STA. 25+67.34, OL 18.00 RT. STA. 25+8208, F.O.C. 354.16' -0-' FURNISH & INSTALL PRIVATE STREET UGHT-5800 LUMEN "LED" OVER 0.40' AGGREGATE BASE OVER 0.50' COMPACTED ® P.R.C. STA 25+74.48, GL 15.00 RT STA. 25+90.03, F.O.C. 354.12' Know what's below. TYPE PER DETAIL 'I' ON SHEET 7. UNIT BOUNDARY O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER ® P.R.C. STA 26+03.76, C.L 15.00 RL STA 26+20.94, F.O.C. 354.19' EXISTING STREET UGHT PER SEPARATE APPROVED STREET PLANS - CONSTRUCTION LIMITS C.O.B. STD. ST -13. IFQ STA 26+10.90, C.L. 1&00 RT. STA. 26+28,89, F.O.C. 354.2r Cal before you dig. CONSTRUCT 19 BOTTOM WIDTH DRIVEWAY W/3' PANGS ® PARKING AREA - SEE CONSTRUCTION NOTE 6. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS ® B.C. STA 27+12.41, GL 1&00 LT. STA. 27+22.42, F.O.C. 354.53' PER C.O.B. STD. ST -7. (UNLESS OTHERWISE NOTED) PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE STA. 27+72.41, C.L. 18.00 RT. STA. 27+30.40, F.O.C. 354.53' ® EC. STA 78+60.69, C.L. 18.00 LT. I STA 18+7206, F.O.C. 354.05 SII CUMBRIAN WAY �� SS1 SHEET 7 n J J\1 J I J 1 13 1 LL UNIT I �.l II °P E 5 II r ,1 j Wm ( J I SII ° J II p .1a• 1a' " 15 1 14 iw I 1 I ti 12 1 1 2 8 I J J '30' 30' Igi w$ do \ JJ� r Y O ) W 0 F O M N U ' C LL ' JJ _N ZH LL U O \ 1 1 o F II a 0.i I cf I I ¢g m JJo LL O U^ nM^ J ti J c3 _ w \ zx 1 J Ni 1 00 J 1 SILL U ✓ iff S"- o - ILL JJ ______ ":'I1 I ' ?<m ' �II nOppZ I11I �UVrcLLI'JgO-O+oOO+.LLm4m1 • (of I$LLo II m W.Ix LLlI zQZ33a01:' JJi o U Wi16`)a c\H U + YQ ZOQ ++ S++ « W+ n.MF,+o- ,Fnc nrdo+f �m• nanmM+Mdw�+^am�+ }<3 o+' r 0 C °jQHZ O_00} 1 F m oO m2 ++m '-^ map ♦ NN }y' I- Iy$! yip m 11 Sb 3 2 1 2 $ err 3 a m NN �ca vii vrimd P m�i, % pd IH-' pa 11 y 12 2 m mm m A 6 m 2 c1 , -14+00 ^A8-� C2 C45 „, 8. 5£11+00 0 12+00 M L1 C5 ° C 13+00$ _ _R- 1 9 -+- 04 D- 18" GRAIN N894655 W C7 N.;o� _129.27' --24' GRAIN 1 C4 n CB ` 18' DR.......... 18° GRAIN ,i:-' ...........- C 3 2991 �m PA w 2 3 -1 4 0l Imo 2 4 5 6 8 9 0 5 16 o 3 LINE TABLE LINE BEARING OISTANCE L1 N 8946'55• W 117.13' 12 N BT38'26' E 199.89' L3 N 89'4655' W 79.95 r! zNilJ N <3 �'. F "_ 18• DRAIN 5' 18" DRAIN " " g. PRIVATE 11 MI Q CV 11m1 11 8 I 30 30. 2 2 i o $ LANDSCAPE 10 � 4 ^ N = g--- LOT "B" w O U U F UgqLL 1 I \ ,JO' OV ULL (SL:ILL ULL I i0 UILL ILL UILL ILL N �W I 0 } UILL ILL I ILL UY. ILL pd m tp mo+m -Tnn P I J oo aSa H ew< ewe Om �m mmm LLNN M I LLNN' NNN LLmp mm I'=+ I Irj;°j Oi -- om nmm pq`aa"� I o 000-U O Z I^+ O• +++ <NN8 M±h 2• MMS zF-IH- mIH-� ti IH-rr °idr 5' m I tiIH-r R mm 5 mm Li mmm 6 �nm ? - I Wmm m mmm mmm 1 R w mm 1 HIGHGATE (SHEENS DRIVE SEE SHEET 5 E V E R T O N AVENUE (PRIVATE STREET) (STA. 10+00.00 C.L. TO 16+29.34 C.L.) 358 Ir 11 2 " h, 1 v% - 356 I DELTA II Pn. _ j �E 354S- L w a° 0 352 58.12' o\' m wti <- 350 -1- 7.55' d ----�- 3481---- n --- 346 I, 45'34'23• G5 y0. I 344 2'34'36' JJ 80.00' m 342 129'50'22' C7 10.00 10+00 279' 360 ti 358 23.03' 356 2'34'38• 354 m 352 �J 350 Uli 348 21.95' 346 BROCKLESBY STREET SEE SHEET 7 18' 18• , I �AT SIDEWALKS. •� 30' 3(Y DREAK P.A.F.L 6 CONCRETE STA. 16+87.20 C.L EVERTAVENUE 12.00 RT. _ 51 I 7 STA. 17+10.94 F.L. 6 1 EDLAN WHERE WALK OCCURS N C3 _ ' FINISH GRADE CDNCRETE IN i'ao C1 A. 17+0&4 F.O.C. --_--_I } _ =1 /2 m N'1 PARKWG AREAS/STRFET (SEE DETAIL 1 THIS SHEET) 1 N I. STA 16+72.55 C.L. EVERTON AVENUE 14.57 RL = STA. 16+95.99 F.L. 1 35ER I ;i S/'. L: 7 ARIVE{yAY Y 4. MASS COREISSACK) ON JOINTSE AEONaGRAF6 DETAIL "2" COMPACTEDLANE G E 6" CONCRETE CURB N.T.S. `JY X 9y 6 �Y�$7p�e 1 LOT SIDE II w R 5' SIDEWALK Pn QP� I PROPOSED A.C. PAVING (SEE STREET CK CX CROSS SECTION) P. A. F.L. N 1M Nm � +aw \ �% PRIVATE STREET 0' L f' 1 R=10.01 dd 40 2 0 T-4.20' d=45'34'23" mtiti SCAE. 1 41 e1 ' DETAIL "4" TYPICAL BULGE N.T.S. 358 356 354 352 350 348 346 344 11 2 " h, 1 v% - I DELTA II Pn. _ 4 25.00' 9000'00" C2 5 58.12' 37.00 90'00'00• G3 43.00' I 7.55' d C4 n 7.95' 4.20 45'34'23• G5 y0. 22.49' 11.25' 2'34'36' JJ 80.00' m 170.93' 129'50'22' C7 10.00 oo I 279' \ ti �2 JLL Jar 23.03' 11.52' 2'34'38• C9 m JJO' �J V Uli 488.00' 21.95' C UIi ILL UI: ^on 10 12.86' J 1 �i MI tmVN 10.84' rn ti W, 167.69' rvcNin 12950'22• LLryry• mm n 350.94' _ 1O Jc5 n,nml•: I.7 --s- SEWER - REFER TO SEWER & STORM GRAIN PLANS d^^ PA E.P. � ® SEWER MANHOLE - REFER SEWER & STORM GRAIN PLANS. SECTION LETTER Uffl FACE OF CURB EINVERTG NN 351.16' 02 FQ-FQ. mm mmml ® SEWER CLEANOUT -REFER TO SEWER &STORM DRAIN PLANS. ---- 2 Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -22. s EXISTING SEWER LINE SHEET WHERE SECTION IS SHOWN <91i EXISTING SURVEY MONUMENT -- EXISTING STORM GRAIN UNE NOTES: SF LJmm I'- FURNISH & INSTALL STREET SIGN PER C.O.B. Sm. T-1. �1riw EXISTING GAS UNE mmm�� BROCKLESBY STREET SEE SHEET 7 18' 18• , I �AT SIDEWALKS. •� 30' 3(Y DREAK P.A.F.L 6 CONCRETE STA. 16+87.20 C.L EVERTAVENUE 12.00 RT. _ 51 I 7 STA. 17+10.94 F.L. 6 1 EDLAN WHERE WALK OCCURS N C3 _ ' FINISH GRADE CDNCRETE IN i'ao C1 A. 17+0&4 F.O.C. --_--_I } _ =1 /2 m N'1 PARKWG AREAS/STRFET (SEE DETAIL 1 THIS SHEET) 1 N I. STA 16+72.55 C.L. EVERTON AVENUE 14.57 RL = STA. 16+95.99 F.L. 1 35ER I ;i S/'. L: 7 ARIVE{yAY Y 4. MASS COREISSACK) ON JOINTSE AEONaGRAF6 DETAIL "2" COMPACTEDLANE G E 6" CONCRETE CURB N.T.S. `JY X 9y 6 �Y�$7p�e 1 LOT SIDE II w R 5' SIDEWALK Pn QP� I PROPOSED A.C. PAVING (SEE STREET CK CX CROSS SECTION) P. A. F.L. N 1M Nm � +aw \ �% PRIVATE STREET 0' L f' 1 R=10.01 dd 40 2 0 T-4.20' d=45'34'23" mtiti SCAE. 1 41 e1 ' DETAIL "4" TYPICAL BULGE N.T.S. 358 356 354 352 350 348 346 344 11+00 12+00 13+00 14+00 15+00 CURVE TABLE 11 2 i0 h, 1 v% - O'i DELTA C1 25.06 39.27 25.00' 9000'00" C2 37.00' 58.12' 37.00 90'00'00• G3 43.00' 14.95' 7.55' d C4 n 7.95' 4.20 45'34'23• G5 y0. 22.49' 11.25' 2'34'36' JJ 80.00' m 170.93' 129'50'22' C7 10.00 oo I 279' 319042" C8 �2 JLL Jar 23.03' 11.52' 2'34'38• C9 518.00' :j L.O, 11.65 V ULL 488.00' 21.95' nM a$$ 2'34'38• m1 ^on 10 12.86' 6.50' 1955'11" 'YI JMMI MI tmVN 10.84' 2.34'38• Db �jFF 74.00 167.69' �++ 12950'22• RAMP) RETURN, CROSSWALK CONFIGURATION MUST BE STA. 12+71.33, F.O.C. 350.94' P.O.C. PONT ON CURVE R/W RIGHT-OF-WAY --s- SEWER - REFER TO SEWER & STORM GRAIN PLANS d^^ PA E.P. PROPERTY LINE A.P. ANGLE PONT EDGE OF PAVEMENT C&G CURB AND GUTTER ® SEWER MANHOLE - REFER SEWER & STORM GRAIN PLANS. SECTION LETTER Uffl FACE OF CURB EINVERTG NN 351.16' 02 FQ-FQ. mm mmml ® SEWER CLEANOUT -REFER TO SEWER &STORM DRAIN PLANS. ---- 2 Q 11+00 12+00 13+00 14+00 15+00 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 25.06 39.27 25.00' 9000'00" C2 37.00' 58.12' 37.00 90'00'00• G3 43.00' 14.95' 7.55' 19'55'11• C4 10.00 7.95' 4.20 45'34'23• G5 500.00 22.49' 11.25' 2'34'36' C6 1 80.00' 1 181.29' 170.93' 129'50'22' C7 10.00 5.44' 279' 319042" C8 512.00' 23.03' 11.52' 2'34'38• C9 518.00' 23.30 11.65 2'34'38• CIO 488.00' 21.95' 10.98' 2'34'38• C71 37.00' 12.86' 6.50' 1955'11" C12 482.00 21.66 10.84' 2.34'38• C13 74.00 167.69' 15&11' 12950'22• DETAIL "3" TYPICAL CORNER N. T. S. 2' 6' J U O �Q 2% m 2" 0.50' TYPE "A" CONC. v 0.50' COMPACTED O.G. w d TO 95% RELATIVE DENSITY o 0 DETAIL "5" PARKING AREA FLOWLINE N.T.S. �\ A 4 GUTTER FLOWLINE 'IGU OF RAMP 4'-2" MIN ROUNOED �"'--�1 1 SIDEWALK 1.5% O 11+00 12+00 13+00 14+00 REF. NO. DESCRIPTION MAX (STA. 10+00.00 C.L. TO 16+29.34 C.L.) �+z T.C. ELEV. 358 FRONT EO = 40' HORIZONTAL STA. s - DETAIL "6" OF SOEW 1" = 4' VERTICAL e, SCALE: LEGEND (CONT.):GLE END (CONT.): 351.17 ABBREVIATIONS -- o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS 6" FL FLOWUNE P.O.V.C. POINT ON VERTICAL CURVE 350,96' INSTALLATIONS SIMILAR TO THOSE SHOWN IN DETAIL RAMP SHALL BE CONSTRUCTED IN REVERSED T� a ® STORM DRAIN MANHOLE - ® ITEM OF WORK - SEE SCHEDULE ELEV. ELEVATION EVC. END VERTICAL CURVE F< REFER TO SEWER & STORM DRAIN PLANS O FLOWUNE STATION - SEE TABLE B.C.R. BEGIN CURB RETURN PI PONT OF INTERSECTION*"NOTE 350 CONSTRUCT TYPE ACATCH BASIN WITH 3.5' OPENING PER WIDTH OF THE RAMP SHALL BE 4'-2". E.C.R. oo 6. SIDE SLOPE OF RAMP FLARES VARY UNIFORMLY RETAININ SIE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT B.C. BEGIN CURVE P.C.C. PONT OF COMPOUND CURVATURE - WITH LONGITUDINAL SIDEWALK SLOPE ADJACENT TO & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT a' ENO CURVE TC TOP OF CURB 2 Qo� 's"" PER GALTRANS STANDARD SpEancoON PTH-02ALKYD. CURB (B SIDES OF PONT OF INTERSECTION TP TOP OF PAVEMENT CURB RAMPS TO WALKS, GUTTERS, AND STREETS C.O.B. STD. 0-14 WITHOUT 1WNGS, UNLESS NOTED OTHERWISE. ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC SHALL BE AT THE SAME LEVEL. RAMP) RETURN, CROSSWALK CONFIGURATION MUST BE STA. 12+71.33, F.O.C. 350.94' P.O.C. PONT ON CURVE R/W RIGHT-OF-WAY --s- SEWER - REFER TO SEWER & STORM GRAIN PLANS SECTION DESIGNATION: PA E.P. PROPERTY LINE A.P. ANGLE PONT EDGE OF PAVEMENT C&G CURB AND GUTTER GE ALK A G onH 1.5% MAX 1- 4'-2' MIN SEE NOTE 9 SEE NOTE a SECTION A -A A CASE F OO OO OO O 342 CENTER OO OO 00 0.45 o 16+00 CENTER O O O TOP DIAD SPACING 0.9" RAISED TRUNCATED BASE DIA m m ml d N LL LLm p M ILL a m a "^ H� LL �ct �+ p � I � m P _ LLm W IW K mLL fT < H i S-0.42% . w m. cd m - -- - 0%! w S--0.30%!�i PR OPIOSED SOUTH Fl- SOUTH � I F �x I IIS 15+00 16+00 CONSTRUCTION NOTES: CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 i1 2 CONSTRUCT 5' DETACHED STANDARD TYPE SIDEWALK PER C.O.B. STD ST -6 3 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. ®CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 REVISED STANDARD PLAN R.S.P. A88A-CASE A OR F - DETAIL "6" ON SHEET 4. OCONSTRUCT 6" CONCRETE CURB WITH 12" TOTAL CURB HEIGHT AND 6" REVEAL PER DETAIL "2" ON SHEET 4. © PARKING AREA 6" THICK CONCRETE- SEE DETAIL "5" ON SHEET 4. OINSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C AND W31(CA) SIGN WITH OM4-3 MARKER AT THE UNIT BOUNDARY OF TRACT IF THE ADJACENT UNIT IS NOT CONSTRUCTED AT THE SAME TIME. ® CONSTRUCT TYPICAL STREET CORNER - SEE DETAIL "3" ON SHEET 4. O CONSTRUCT TYPICAL STREET BULGE - SEE DETAIL "4" ON SHEET 4. 17+00 360 DOME PATTERN (IN-LINE) O 11+00 12+00 13+00 14+00 REF. NO. DESCRIPTION (STA. 10+00.00 C.L. TO 16+29.34 C.L.) (SEE NOTE 10) T.C. ELEV. 358 SCALE 1" = 40' HORIZONTAL STA. CURB RAMP - DETAIL "6" SCALE: 1" = 4' VERTICAL LEGEND: SCALE: LEGEND (CONT.):GLE END (CONT.): 351.17 ABBREVIATIONS -- o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS O CURVE NUMBER FOR CURVE DESCRIPTION FL FLOWUNE P.O.V.C. POINT ON VERTICAL CURVE 350,96' INSTALLATIONS SIMILAR TO THOSE SHOWN IN DETAIL RAMP SHALL BE CONSTRUCTED IN REVERSED GL CENTERLINE B.V.C. BEGIN VERTICAL CURVE ® STORM DRAIN MANHOLE - ® ITEM OF WORK - SEE SCHEDULE ELEV. ELEVATION EVC. END VERTICAL CURVE THROUGH CASE G CURB RAMPS ALSO MAY BE USED REFER TO SEWER & STORM DRAIN PLANS O FLOWUNE STATION - SEE TABLE B.C.R. BEGIN CURB RETURN PI PONT OF INTERSECTION*"NOTE 350 CONSTRUCT TYPE ACATCH BASIN WITH 3.5' OPENING PER WIDTH OF THE RAMP SHALL BE 4'-2". E.C.R. ENO CURB RETURN P.R.C. POINT OF REVERSE CURVATURE 6. SIDE SLOPE OF RAMP FLARES VARY UNIFORMLY C.O.B. SM. D-14, UNLESS NOTED OTHERWISE C.O.B. SIE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT B.C. BEGIN CURVE P.C.C. PONT OF COMPOUND CURVATURE PLATFORM (LANDING) AS SHOWN IN CASE A, THE WITH LONGITUDINAL SIDEWALK SLOPE ADJACENT TO & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT E.C. ENO CURVE TC TOP OF CURB 2 CONSTRUCT TYPE "A" CATCH BASIN V41H 3.5' OPENING PER PER GALTRANS STANDARD SpEancoON PTH-02ALKYD. P.I V.C. PONT OF INTERSECTION TP TOP OF PAVEMENT CURB RAMPS TO WALKS, GUTTERS, AND STREETS C.O.B. STD. 0-14 WITHOUT 1WNGS, UNLESS NOTED OTHERWISE. ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC SHALL BE AT THE SAME LEVEL. OF VERTICAL CURVE FC FINISH CONCRETE RETURN, CROSSWALK CONFIGURATION MUST BE STA. 12+71.33, F.O.C. 350.94' P.O.C. PONT ON CURVE R/W RIGHT-OF-WAY --s- SEWER - REFER TO SEWER & STORM GRAIN PLANS SECTION DESIGNATION: PA E.P. PROPERTY LINE A.P. ANGLE PONT EDGE OF PAVEMENT C&G CURB AND GUTTER ® SEWER MANHOLE - REFER SEWER & STORM GRAIN PLANS. SECTION LETTER F.O.C. FACE OF CURB EINVERTG STA 13+71.46, F.O.C. 351.16' 02 P.A.F.. PARKING AREA FLOW UNE INV, . INVERT ® SEWER CLEANOUT -REFER TO SEWER &STORM DRAIN PLANS. ---- 2 Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -22. s EXISTING SEWER LINE SHEET WHERE SECTION IS SHOWN <91i EXISTING SURVEY MONUMENT -- EXISTING STORM GRAIN UNE NOTES: STA. T FURNISH & INSTALL STREET SIGN PER C.O.B. Sm. T-1. --- -------------G-------- EXISTING GAS UNE 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN STD. � m m �" �"� TRACT BOUNDARY PLANS AND DETAILS. 351.14' FURNISH & INSTAL. MEW STREET SIGN PER C.O.B. T-1. P.R.C. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. 14+02.54, C.L. 15.00 RT STA. 14+07.42, F.O.C. - - - CENTERLINE EC. FURNISH & INSTALL PRIVATE STREET UGHT-5800 LUMEN *LED" 14+09.69, C.L. 1&00 RL STA. 14+15.37, F.O.C. OVER 0.40' AGGREGATE BASE OVER 0.50' COMPACTED 18 TYPE PER OETAIL "1" ON SHEET 7. UNIT BOUNDARY O.G. COMPACTED TO 95% RELATIVE DENSITY PER STA. 14+72.85, F.O.C. EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS -- -- --- CONSTRUCTION LIMITS C.O.B. SID. ST -13. . D. STA. CONSTRUCT 18' BOTTOM MOTH DRIVEWAY W/3' VANGS STA. 14+96.15, F.O.C. 351.52' ® PARKING AREA - SEE CONSTRUCTION NOTE 6. 3. ALL CATCH BASINS TO BE TYPE "A" NTH 3.5' OPENINGS STA. - PER C.O.B. STD. ST -7. (UNLESS OTHERWISE NOTED) STA. 14+74.47, F.O.0 351.43' 21 E.C. STA, 14+91.27, C.L. 18.00 RT. STA 14+96.15, F.O.C. 351.49' PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 15+00 16+00 CONSTRUCTION NOTES: CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 i1 2 CONSTRUCT 5' DETACHED STANDARD TYPE SIDEWALK PER C.O.B. STD ST -6 3 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. ®CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 REVISED STANDARD PLAN R.S.P. A88A-CASE A OR F - DETAIL "6" ON SHEET 4. OCONSTRUCT 6" CONCRETE CURB WITH 12" TOTAL CURB HEIGHT AND 6" REVEAL PER DETAIL "2" ON SHEET 4. © PARKING AREA 6" THICK CONCRETE- SEE DETAIL "5" ON SHEET 4. OINSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C AND W31(CA) SIGN WITH OM4-3 MARKER AT THE UNIT BOUNDARY OF TRACT IF THE ADJACENT UNIT IS NOT CONSTRUCTED AT THE SAME TIME. ® CONSTRUCT TYPICAL STREET CORNER - SEE DETAIL "3" ON SHEET 4. O CONSTRUCT TYPICAL STREET BULGE - SEE DETAIL "4" ON SHEET 4. 17+00 360 DOME PATTERN (IN-LINE) O STATIONING TABLE DETECTABLE WARNING SURFACE REF. NO. DESCRIPTION RAISED TRUNCATED DOME C.L STATION (SEE NOTE 10) T.C. ELEV. 358 P.R.C. STA. CURB RAMP - DETAIL "6" 356 IN ACCORDANCE WITH GALTRANS REVISED JULY 2016 STD. ARBA E.C. SCALE: NONE 10+29.28, C.L. 1&00 LT. NOTES: 351.17 354 1. AS SITE CONDITIONS DICTATE CASE A THROUGH 4. AS SITE CONDITIONS DICTATE THE RETAINING STA. CASE G CURB RAMPS MAY BE USED FOR CORNER CURB SDE AND THE FLARED SIDE OF THE CASE G 350,96' INSTALLATIONS SIMILAR TO THOSE SHOWN IN DETAIL RAMP SHALL BE CONSTRUCTED IN REVERSED A AND B. THE CASE OF CURB RAMPS USED IN POSITION. 352 DETAIL A DO NOT HAVE TO BE THE SAME. CASE A 5[] E.C. THROUGH CASE G CURB RAMPS ALSO MAY BE USED 5. IF LOCATED ON A CURVE, THE SIDES OF THE 12+05.55, C.L. 1&00 RT. AT MID BLOCK LOCATIONS, AS SITE CONDITIONS RAMP NEED NOT BE PARALLEL, SLIT THE MINIMUM 350 DICTATE. WIDTH OF THE RAMP SHALL BE 4'-2". STA. 2. IF DISTANCE FROM CURB TO BACK OF SIDEWALK 6. SIDE SLOPE OF RAMP FLARES VARY UNIFORMLY 350,91' IS TOO SHORT TO ACCOMMODATE RAMP AND 4'-2" FROM A MAXIMUM OF 9% AT CURB TO CONFORM 348 PLATFORM (LANDING) AS SHOWN IN CASE A, THE WITH LONGITUDINAL SIDEWALK SLOPE ADJACENT TO STA. 12+69.71, F.O.C. SIDEWALK MAY BE DEPRESSED LONGITUDINALLY AS IN TOP OF THE RAMP, EXCEPT IN CASE C AND CASE F. B.C. CASE B, OR C OR MAY BE WIDENED AS IN CASE D. 5. THE ADJACENT SURFACES AT TRANSIDONS AT 12+46.40, C.L. 18.00 RT STA. 12+48.03, F.O.0 CURB RAMPS TO WALKS, GUTTERS, AND STREETS 346 3. WHEN RAMP IS LOCATED IN CENTER OF CURB SHALL BE AT THE SAME LEVEL. STA. RETURN, CROSSWALK CONFIGURATION MUST BE STA. 12+71.33, F.O.C. 350.94' SIMILAR TO THAT SHOWN FOR DETAIL B. 8. COUNTER SLOPES OF ADJOINING GUTTERS AND STA. ROAD SURFACES IMMEDIATELY ADJACENT TO AND WITHIN 24 INCHES OF THE CURB RAMP SHALL NOT EXCEED 1" OF DEPTH FOR EACH 2'-0" OF WIDTH. 9. CURB RAMPS SHALL HAVE A DETECTABLE WARNING SURFACE THAT EXTENDS THE FULL WIDTH AND 3' DEEP STARTING FROM THE BACK OF THE CURB. A 4'-0' WIDE DETECTABLE WARNING SURFACE MAY BE USED ON A 4'-2" WIDE CURB RAMP. DETECTABLE WARNING SURFACES SHALL CONFORM TO THE REQUIREMENTS IN THE STANDARD SPECIFICATIONS. 10. SIDEWALK AND RAMP THICKNESS, "T", SHALL BE 3.5" MINIMUM. 11 UTILITY PULL BOXES, MANHOLES, VAULTS AND ALL OTHER UTILITY FACILITIES WITHIN THE BOUNDARIES OF THE CURB RAMP WILL BE RELOCATED OR ADJUSTED TO GRADE BY THE OWNER PRIOR TO, OR IN CONJUNCTION 'NTH, CURB RAMP CONSTRUCTION. 12 DETECTABLE WARNING SURFACES MAY HAVE TO BE CUT TO ALLOW REMOVAL OF UTILITY COVERS WHILE MAINTAINING FULL DETECTABLE WARNING WIDTH Rp,OF S D DEPTH. T , ), W NG.6§102 a , CIVIV OF CAUVpQ 67 -/7 -tq Know what's below. V N RS 4 5'"2 D NLy Call before you dig. 17!`-" - CITY RECORDS NO: .A m vI o N F.O.C. STATIONING TABLE REF. NO. DESCRIPTION C.L STATION F.O.C. STATION T.C. ELEV. 1❑ P.R.C. STA. 10+22.14, C.L. 15.00 LT. STA. 10+22.95, F.O.0 351.12' Q E.C. STA. 10+29.28, C.L. 1&00 LT. STA. 10+30.91, F.O.C. 351.17 30 P.R.C. STA. 10+59.42 C.L. 13.44 RT STA. 10+59.15, F.O.C. 350,96' ® P.R.C. STA 11+98.41, C.L. 15.00 RT. STA. 11+99.22, F.O.C. 350,70' 5[] E.C. m \ STA. 12+05.55, C.L. 1&00 RT. STA. 12+07.18, F.O.C. 350.78' © B.C. 0 K � STA. 12+46.40, C.L 1&00 LT. STA. 12+46.03, F.O.C. 350,91' �7 EC. STA. 12+68.89, C.L. 1&00 LT. STA. 12+69.71, F.O.C. 350.97' ® B.C. STA. 12+46.40, C.L. 18.00 RT STA. 12+48.03, F.O.0 350,80' 09 EC. STA. 12+6&89, C.L 1&00 RT. STA. 12+71.33, F.O.C. 350.94' ® B.C. STA. 13+62.69, C.L. 18.00 LT. STA. 13+63.51, F.O.C. 351.20 11 P.R.C. STA. 13+69.83, C.L. 15.00 LT. STA 13+71.46, F.O.C. 351.16' 02 P.R.C. STA. 13+99.11, CL 15.00 LT. STA 14+02.37, F.O.C. 35123 1® E.C. STA. 14+06.211. C.L. 18.00 LT. STA. 14+10.32, F.O.C. 351.31 ® &C. STA. 13+66.12, C.L 1&00 RL STA. 13+68,56, F.O.C. 351.18' 1© P.R.C. STA. 13+73.26, G.L. 15.00 RT STA. 13+76.51, F.O.C. 351.14' 1� P.R.C. STA. 14+02.54, C.L. 15.00 RT STA. 14+07.42, F.O.C. 351.21' 17 EC. STA. 14+09.69, C.L. 1&00 RL STA. 14+15.37, F.O.C. 351.29' 18 Be. STA. 14+68.78, C.L. 1&00 LT. STA. 14+72.85, F.O.C. 351.46' 19 E.C. 0 STA. 14+91.27, C.L. 18.00 LT. STA. 14+96.15, F.O.C. 351.52' ® B.C. STA. 14+6&78, C.L 18.00 RT STA. 14+74.47, F.O.0 351.43' 21 E.C. STA, 14+91.27, C.L. 18.00 RT. STA 14+96.15, F.O.C. 351.49' ® B.0 STA 15+13.36, C.L. 1&00 RT. STA. 15+18.23, F.O.C. 351.54' ® P.R.C./GRADE BREAK STA. 15+25.96, C.L. 20.21 RL STA. 15+31.10, F.O.C. 351.58' ® &C STA. 15+41.93, C.L. 1&GO LT. STA. 15+46.81, F.O.C. 351.64 © P.R.C. STA. 15+49.08, C.L. 15.00 LT. STA. 15+54.76, F.O.C. 351.60 ® P.R.C. STA. 16+74.60. CL 20.21 RT. STA 17+1239, F.O.C. 35228 © E.C. STA. 16+87.20, C.L. 18.00 RL STA. 17+25.25, F.O.C. 35234' WITHIN 24 INCHES OF THE CURB RAMP SHALL NOT EXCEED 1" OF DEPTH FOR EACH 2'-0" OF WIDTH. 9. CURB RAMPS SHALL HAVE A DETECTABLE WARNING SURFACE THAT EXTENDS THE FULL WIDTH AND 3' DEEP STARTING FROM THE BACK OF THE CURB. A 4'-0' WIDE DETECTABLE WARNING SURFACE MAY BE USED ON A 4'-2" WIDE CURB RAMP. DETECTABLE WARNING SURFACES SHALL CONFORM TO THE REQUIREMENTS IN THE STANDARD SPECIFICATIONS. 10. SIDEWALK AND RAMP THICKNESS, "T", SHALL BE 3.5" MINIMUM. 11 UTILITY PULL BOXES, MANHOLES, VAULTS AND ALL OTHER UTILITY FACILITIES WITHIN THE BOUNDARIES OF THE CURB RAMP WILL BE RELOCATED OR ADJUSTED TO GRADE BY THE OWNER PRIOR TO, OR IN CONJUNCTION 'NTH, CURB RAMP CONSTRUCTION. 12 DETECTABLE WARNING SURFACES MAY HAVE TO BE CUT TO ALLOW REMOVAL OF UTILITY COVERS WHILE MAINTAINING FULL DETECTABLE WARNING WIDTH Rp,OF S D DEPTH. T , ), W NG.6§102 a , CIVIV OF CAUVpQ 67 -/7 -tq Know what's below. V N RS 4 5'"2 D NLy Call before you dig. 17!`-" - CITY RECORDS NO: .A m vI o N U w O ZN V m M N m \ w 0Q W m 0 K � i Z Q J k � w � w m out "w m m N I J z U 1� Ei`P k' T 0 0 v N Z Q a F" Z W Q U O g U � zo U W W j ~ co A IL3 0 STA. 8+59.70 F.L. POCKET PARK (COMMON AREA) 50' WIDE PG&E \ PIPELINE EASEMENT PER DOC. Nm 0203148941 QR. 362 360 358 356 354 352 350 348 346 6' BLOCK WALL I .SEPARATE PLANS * CAUTION: CONTRACTOR TO KEEP 7' m HORIZONTAL CLEARANCE FROM EXISTING 34" HIGH PRESSURE PG&E GAS LINE EXCEPT AT CROSSING. REFER TO PG&E GAS NOTES ON THE COVER SHEET. roc 360 358 356 354 352 350 348 346 PA V r � m o ^4'2 o ro I FUSEE SHEET 6 W W � ILL /� 11 V q <n J J7 �N 1 \j 25.00' 39.27' } 90'0000' u `,i 10.00' BLOCK WALLu, SEPARATE PLANS 420' , J�J 37.00' LEIGHFIELD WAY 9OW'00" RT = ...' 16' 78' 181.29' (STA. 10+00.00 C.L. TO 12+90.02 C.L.) 23 22 U > 21 20- 0 C6 ^ O 0 o 129'50'22" j ; i 7.55' ; G8 74.00' 5' S d o N I S VI U 7718'27" CIO IP 69.36' 34.73' 756'52" C11 10.00' 10.91, 6.0r 6211'DB" mG 10.00' 10.16' RT. a I oo I oLL J jjo 756'52" LOT UNE = S=_0.53% I s SEWER - REFER TO SEWER & STORM DRAIN PLANS ILL ILL LL: 1 IU I alol _ I I ,U 2 r C7 m, 1 STA 13+81.06, F.O.C. 00 SS I I $SS m O .� �� E P.A... N I a m O IOOIO IO IO �I EXISTING SEVEN LINE •O @ EXISTING SURVEY MONUMENT I � ++ z o0o a< I� ap vhil 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN 3+ai1< � m i PLANS AND DETAILS. w��7 FURNISH & INSTALL METRO STREET SIGN PER C.OE. SID. T-1. 0 VI 4 VI ]CN W S mm L PRIVATE STREET LIGHT -5800 LUMEN 'LED" FURNISH &INSTALL + +1 O<^K 2 ..:i 0 `V 4V1 ld VIN VI mod O od PAod f CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINDS ®PARKING AREA -SEE caNsmucnoN NOTE G. 3. ALL CATCH BASINS TO BE TYPE "A" NTH 3.5' OPENINGS 3 m0 4 N 2 N 5 6 y PERC.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 5 0.371 50.25% mg 6 ` - I 4 PROPOSED SOUTH F.1- m - 12 1 S=1. 4% PROPOSED SOUTH F.L. ne lad ddg e 1 1 I 12 I ' +W+W . 8 SEWER -�- -N '15-W w 11+00 on 6 SEW _ _ 12+ - 6' BLOCK WALL I .SEPARATE PLANS * CAUTION: CONTRACTOR TO KEEP 7' m HORIZONTAL CLEARANCE FROM EXISTING 34" HIGH PRESSURE PG&E GAS LINE EXCEPT AT CROSSING. REFER TO PG&E GAS NOTES ON THE COVER SHEET. roc 360 358 356 354 352 350 348 346 PA V r � m o ^4'2 o ro I I�j W W � ILL /� 11 V q <n 19- �N 1 \j 25.00' 39.27' } 90'0000' C2 10.00' BLOCK WALLu, SEPARATE PLANS 420' 453423" C3 37.00' LEIGHFIELD WAY 9OW'00" (PRIVATE STREET) 181.29' (STA. 10+00.00 C.L. TO 12+90.02 C.L.) CS SCALE: 1" = 40' HORIZONTAL U > MORLEY WAY SEE SHEET 6 3+71.06 FL 16 .-P.A.EL 13+33.23 C.L. LEIGHFIELD WAY 14.57 RT. 13+56.11 Fl. 13+50.41, F.O.C. ---- NTERSECTION N89'46'55'W RAD. ,. 12+90.02 C.L. LEIGHFIELD WAY = 10+00.00 C.L MORLEY WAY >eXWAr 17 / Y �P/L- I ANGLE POINT-P.A.F.1- `\ STA 12+48.87 C.L. 1244 RL = STA 12+56.27 F.L. UNIT 10+00 11+00 12+00�yygmw 362 360 358 356 354 352 350 348 346 18 LINE TABLE I�j W W I L1 N OO1SO5' E 184.63' 25.00' 39.27' 25.00' 90'0000' C2 10.00' 7.95' 420' 453423" C3 37.00' 58.12' 37.00' 9OW'00" C4 80.00' 181.29' 170.93' 129'50'22" CS 37.00' U > 6.50' 1955'11' C6 ^ O 0 158.11' 129'50'22" C7 43.00' 14.95' 7.55' 195511` G8 74.00' 52.34' d 40'31'31" N I W VI U 7718'27" CIO IP 69.36' 34.73' 756'52" C11 10.00' 10.91, 6.0r 6211'DB" mG 10.00' 10.16' 5.56' 5811'26' 300.00' 41.61' 20.84' 756'52" LOT UNE I S=_0.53% W W V s SEWER - REFER TO SEWER & STORM DRAIN PLANS SECTION DESIGNATION: PA E.P. 30 NORTH t.L _ r _ I 5-112 m -m 3+ STA 13+81.06, F.O.C. S I I F.O.C. m O L E P.A... PARKING AREA FLOW UNE INV. INVERT a m - 2 © FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -22 s EXISTING SEVEN LINE II @ EXISTING SURVEY MONUMENT - -- -- i a6 U K 1� ZI I EXISTING GAS UNE 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN i PLANS AND DETAILS. w��7 FURNISH & INSTALL METRO STREET SIGN PER C.OE. SID. T-1. 0 VI 4 VI ]CN W LLS I- L PRIVATE STREET LIGHT -5800 LUMEN 'LED" FURNISH &INSTALL + « ILL TYPE PER DETAIL ON SHEET 7. 4NYIN O.G. COMPACTED TO 95% RELATIVE DENSITY PER 4V1 10+00 11+00 12+00�yygmw 362 360 358 356 354 352 350 348 346 18 LINE TABLE UNE BEARING DISTANCE L1 N OO1SO5' E 184.63' 1,X, J]NJr 2 II J 20 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 25.00' 39.27' 25.00' 90'0000' C2 10.00' 7.95' 420' 453423" C3 37.00' 58.12' 37.00' 9OW'00" C4 80.00' 181.29' 170.93' 129'50'22" CS 37.00' 12.86, 6.50' 1955'11' C6 74.00' 167.69' 158.11' 129'50'22" C7 43.00' 14.95' 7.55' 195511` G8 74.00' 52.34' 27.32' 40'31'31" C9 74.00' 99.95' 59.19' 7718'27" CIO 500.00' 69.36' 34.73' 756'52" C11 10.00' 10.91, 6.0r 6211'DB" C12 10.00' 10.16' 5.56' 5811'26' C13 300.00' 41.61' 20.84' 756'52" / 1') SCALE: 1" = 40' 40' 20' 0' 40' 80' 11+00 12+00w 13+00 14+00 � REF. NO. OUO �N C.L. STATION w (STA. 10+00.00 C.L. TO 12+90.02 C.L.) ! m m SCALE: 1" = 40' HORIZONTAL 2� P.R.C. SCALE 1" = 4' VERTICAL STA 8+63.71, F.O.C. LEGEND: LEGEND CONT.): LEGEND (CONT.) cz3�dd ABBREVIATIONS -- D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS O1 CURVE NUMBER FOR CURVE DESCMP71ON FL FLOPLNE P.O.V.C. POINT ON VERTICAL CURVE EX. BLOCK WALLS N N .�h�rl CL CENTERLINE B.V.C. BEGIN VERTICAL CURVE 0 STORM DRAIN MANHOLE - ® ITEM OF WORK - SEE SCHEDULE ELEV. ELEVATION E.V.C. END VERTICAL CURVE PAL REFER TO SEWER & STORM DRAIN PLANS Q FLOWLINE STATION - SEE TABLE B.C.R. BEGIN CURB RETURN PI POINT OF INTERSECTION B.C. CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER NOTE E.C.R. END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE © C.O.B. STD. D-14, UNLESS NOTED OTHERWISE SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT D.C. AGN CURVE P.C.C. POINT OF COMPOUND CURVATURE 353.06' STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT E.C. END CURVE T.C. TOP OF CURB ® CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. P.I.V.C. PONT OF INTERSECTION TP TOP OF PAVEMENT m N <> C.O.B. STD. D-14 WITHOUT WINGS, UNLESS NOTED OTHERWISE. ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. 35279' OF VERTICAL CURVE FC FINISH CONCRETE LOT UNE STA 12+45.39 C.L. 19.09 RL P.O.C. PONT ON CURVE R/W RIGHT-OF-WAY s SEWER - REFER TO SEWER & STORM DRAIN PLANS SECTION DESIGNATION: PA E.P. PROPERTY LINE A.P. ANGLE PONT EDGE OF PAVEMENT C&G CURB AND GUTTER 0 SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS SECTION LETTER m -m 3+ STA 13+81.06, F.O.C. S rol F.O.C. FACE OF CURB EX. EXISTING O L E P.A... PARKING AREA FLOW UNE INV. INVERT a SEWER CLEANOUT -REFER TO SEWER &STORM DRAIN PLANS. - 2 © FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -22 s EXISTING SEVEN LINE SHEET WHERE SECTION IS SHOWN @ EXISTING SURVEY MONUMENT - -- -- -------' -- EXISTING STORM DRAIN UNE a6 U K FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. - ---_----- EXISTING GAS UNE 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN TRACT BOUNDARY PLANS AND DETAILS. + FURNISH & INSTALL METRO STREET SIGN PER C.OE. SID. T-1. 0 VI 4 VI I m v LLS I- L PRIVATE STREET LIGHT -5800 LUMEN 'LED" FURNISH &INSTALL + OVER 0.40' AGGREGATE BASE OVER 0.50' COMPACTED TYPE PER DETAIL ON SHEET 7. 4NYIN O.G. COMPACTED TO 95% RELATIVE DENSITY PER 4V1 - - -- -- -- CONSTRUCTION OMITS I I a1, I CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINDS ®PARKING AREA -SEE caNsmucnoN NOTE G. 3. ALL CATCH BASINS TO BE TYPE "A" NTH 3.5' OPENINGS PER CAR STD. ST -7. (UNLESS OTHERWISE NOTED) m0 _66 1 a1LL =+10 W a PERC.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 5 0.371 50.25% mg - I 4 PROPOSED SOUTH F.1- m - 12 1 S=1. 4% PROPOSED SOUTH F.L. ne lad ddg e 1 1 I 12 I i I i I ++ F 3.m 362 360 358 356 354 352 350 348 346 9+00 10+00 11+00 12+00w 13+00 14+00 � REF. NO. OUO �N C.L. STATION w (STA. 10+00.00 C.L. TO 12+90.02 C.L.) ya ny }m o SCALE: 1" = 40' HORIZONTAL 2� P.R.C. SCALE 1" = 4' VERTICAL STA 8+63.71, F.O.C. LEGEND: LEGEND CONT.): LEGEND (CONT.) cz3�dd ABBREVIATIONS -- D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS O1 CURVE NUMBER FOR CURVE DESCMP71ON FL FLOPLNE P.O.V.C. POINT ON VERTICAL CURVE EX. BLOCK WALLS N N .�h�rl CL CENTERLINE B.V.C. BEGIN VERTICAL CURVE 0 STORM DRAIN MANHOLE - ® ITEM OF WORK - SEE SCHEDULE ELEV. ELEVATION E.V.C. END VERTICAL CURVE PAL REFER TO SEWER & STORM DRAIN PLANS Q FLOWLINE STATION - SEE TABLE B.C.R. BEGIN CURB RETURN PI POINT OF INTERSECTION B.C. CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER NOTE E.C.R. END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE © C.O.B. STD. D-14, UNLESS NOTED OTHERWISE SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT D.C. AGN CURVE P.C.C. POINT OF COMPOUND CURVATURE 353.06' STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT E.C. END CURVE T.C. TOP OF CURB ® CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. P.I.V.C. PONT OF INTERSECTION TP TOP OF PAVEMENT m N <> C.O.B. STD. D-14 WITHOUT WINGS, UNLESS NOTED OTHERWISE. ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. 35279' OF VERTICAL CURVE FC FINISH CONCRETE LOT UNE STA 12+45.39 C.L. 19.09 RL P.O.C. PONT ON CURVE R/W RIGHT-OF-WAY s SEWER - REFER TO SEWER & STORM DRAIN PLANS SECTION DESIGNATION: PA E.P. PROPERTY LINE A.P. ANGLE PONT EDGE OF PAVEMENT C&G CURB AND GUTTER 0 SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS SECTION LETTER m -m 3+ STA 13+81.06, F.O.C. S rol F.O.C. FACE OF CURB EX. EXISTING O L E P.A... PARKING AREA FLOW UNE INV. INVERT © SEWER CLEANOUT -REFER TO SEWER &STORM DRAIN PLANS. - 2 © FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -22 s EXISTING SEVEN LINE SHEET WHERE SECTION IS SHOWN @ EXISTING SURVEY MONUMENT - -- -- -------' -- EXISTING STORM DRAIN UNE NOTES' -+- FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. - ---_----- EXISTING GAS UNE 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN TRACT BOUNDARY PLANS AND DETAILS. + FURNISH & INSTALL METRO STREET SIGN PER C.OE. SID. T-1. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. CENIERUNE -0- L PRIVATE STREET LIGHT -5800 LUMEN 'LED" FURNISH &INSTALL + OVER 0.40' AGGREGATE BASE OVER 0.50' COMPACTED TYPE PER DETAIL ON SHEET 7. UNIT BOUNDARY O.G. COMPACTED TO 95% RELATIVE DENSITY PER EXISTING STREET UGHT PER SEPARATE APPROVED STREET PLANS - - -- -- -- CONSTRUCTION OMITS C.O.B. STD. ST -13. CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINDS ®PARKING AREA -SEE caNsmucnoN NOTE G. 3. ALL CATCH BASINS TO BE TYPE "A" NTH 3.5' OPENINGS PER CAR STD. ST -7. (UNLESS OTHERWISE NOTED) m0 UILL 1 a1LL =+10 W a PERC.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 360 358 356 354 352 350 348 346 344 360 358 356 354 352 350 348 346 344 Q U UW � REF. NO. OUO �N C.L. STATION w wmi mx,O 40n I` ya ny }m o ny ryi 2� P.R.C. 3 STA 8+63.71, F.O.C. 354.21' ❑3 P.R.C. IQ cz3�dd m^^ 353.78' J ti �mNN STA 10+29.28, C.L. 18.00 LL EX. BLOCK WALLS N N .�h�rl )1 Q 5 I 2 EWRTON AVENUE SEE SHEET 4 i z I I Y 1 m i m ml \ 18' 3 30' ' 1' I I 4 OI I H I, T$ I. j' 14 -- L. _ • -- _. 18' DRAIN 4 4 I. ' -� ca\ EX. 24' DAN 15+00_ _ _ 24' DRAINO 16+001 __ 24p GRAIN i ----- EX,_24 D c z_ 8 -SEWER s4 s�EX. 8 SEWER m I EX. 8 SFNER z EX. C&G �_� -- -- - -1 < mj 13 _ `J F.O.C. STATIONING TABLE 1 REF. NO. IR _ ♦ C.L. STATION w N J V I` . STA. 8+50.84, F.O.C. 354.27' 2� P.R.C. 3 STA 8+63.71, F.O.C. 354.21' ❑3 P.R.C. STA 10+2214, C.L. 15.00 LT. STA. 10+2295, F.O.C. 353.78' J E.C. STA 10+29.28, C.L. 18.00 LL STA. 10+30.91, F.O.C. N N Q )1 5 I 2 EWRTON AVENUE SEE SHEET 4 i z I I Y 1 m i m ml \ 18' 3 30' ' 1' I I 4 OI I H I, T$ I. j' 14 -- L. _ • -- _. 18' DRAIN 4 4 I. ' -� ca\ EX. 24' DAN 15+00_ _ _ 24' DRAINO 16+001 __ 24p GRAIN i ----- EX,_24 D c z_ 8 -SEWER s4 s�EX. 8 SEWER m I EX. 8 SFNER z EX. C&G �_� -- -- - -1 < mj 13 _ __ F.O.C. STATIONING TABLE REF. NO. DESCRIPTION _ ♦ C.L. STATION F.O.C. STATION I 1❑ I` STA. 8+84.02 C.L. 18.00 RL STA. 8+50.84, F.O.C. 354.27' 2� P.R.C. STA. 8+96.62, C.L. 20.21 RT. STA 8+63.71, F.O.C. 354.21' ❑3 P.R.C. STA 10+2214, C.L. 15.00 LT. STA. 10+2295, F.O.C. 353.78' ® E.C. STA 10+29.28, C.L. 18.00 LL STA. 10+30.91, F.O.C. .353.80' Q �1Ym STA 10+45.26, C.L. 20.21 RT. STA. 10+45.00, F.O.C. 353.60' �1� E.C. PAL I $ oc n II 353.55' ❑7 B.C. STA 11+74.04, CL 18.00 RT. STA 11+74.04, F.O.C. 353.12' © P.RC. mr•� STA 11+86.90, F.O.C. 353.06' t. B.C. STA 12+0262 C.L. 1&00 LT Y 35289' d. +1 m N <> STA 12+09.76, C.L. 15.00 LT. STA 12+1220, F.O.C. 35279' 11 LOT UNE STA 12+45.39 C.L. 19.09 RL STA. 12+54.31, F.O.C. -- P.R.C. X. BLOCK oop STA 13+68.19, F.O.C. m v © m m -m 3+ STA 13+81.06, F.O.C. S rol d 'jIt O i\ + ^I 1� S=Nb ULL: ULL m0 UILL 1 a1LL =+10 W a I mg 12 ne lad ddg e 172 12 I ++ 1 3.m Ico c�,�ily zo 18 78 z �+ 1R 6 '+ 30 30 21 d c3. m d .mal a i.thy mtiti 7 ' wtiu�i dd I PRIVATE my I sn 1n vii in I HIGHGATE GREENS DRIVE 'LANDSCAPE LOT "8" SEE AVENUE SHEET 4 (PRIVATE STREET) SCALE: 1" = 40' (STA. 14+76.17 C.L. TO 17+03.79 C.L.) 40' 20' 0' 40' 80' SCALE: 1" = 40' HORIZONTAL T- 360 Ali m II 358 - -T- UU W 356 �W LL jm 354 I m VI AHI a� m -52 3 - (S--0.35 -� Ili {F EX WES FL A.35% smosN n 1. o n WWI 350 I PRO OSED NEST F.L -- I ! M 348 - I -- N VI 346 - I �m -I• "T I l 1 Lw _ - -- -----� 14+00 15+00 - � 16+00Is m m� ----- O .Is�mj ------ 17+00 344 o 360 -- - 358 W m 356 - d ILL 10 U M O w 354 0 - -'I 352 (S- ,8.36X).36% 1 - + - -- - EX £AST F.L. 5= 0.53% o w 350 PROPOSED EAST F.L. < � Q ry J 348 N - I IF-- I eb n>m A 1 346 %� TC 14+00 15+00 16+00 a< ac) _ . _ j maw ___L- 17+00 ---- 344 (STA. 14+76.17 C.L. TO 17+03.79 C.L.) SCALE: 1" = 40' HORIZONTAL ES oeP ti`LL� T SCALE: 1" = 4' VERTICAL CONSTRUCTION NOTES: CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 2 CONSTRUCT 5' DETACHED STANDARD TYPE SIDEWALK PER C.O.B. STD ST -6 3 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. ®CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 REVISED STANDARD PLAN R.S.P. A88A-CASE A OR F - DETAIL "6" ON SHEET 4. OCONSTRUCT 6" CONCRETE CURB WITH 12" TOTAL CURB HEIGHT AND 6" REVEAL PER DETAIL "2" ON SHEET 4. © PARKING AREA 6" THICK CONCRETE- SEE DETAIL "5" ON SHEET 4. OINSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C AND W31(CA) SIGN WITH OM4-3 MARKER AT THE UNIT BOUNDARY OF TRACT IF THE ADJACENT UNIT IS NOT CONSTRUCTED AT THE SAME TIME. ® CONSTRUCT TYPICAL STREET CORNER - SEE DETAIL "3" ON SHEET 4. O9 CONSTRUCT TYPICAL STREET BULGE - SEE DETAIL "4" ON SHEET 4. ®7"f1-1,4 vn�T�rs A.s}� au�7 x..55 4 k "i V ,. i ID Know what's below. Call before you dig. ORm O F.O.C. STATIONING TABLE REF. NO. DESCRIPTION C.L. STATION F.O.C. STATION T.C. ELEV. 1❑ B.C. STA. 8+84.02 C.L. 18.00 RL STA. 8+50.84, F.O.C. 354.27' 2� P.R.C. STA. 8+96.62, C.L. 20.21 RT. STA 8+63.71, F.O.C. 354.21' ❑3 P.R.C. STA 10+2214, C.L. 15.00 LT. STA. 10+2295, F.O.C. 353.78' ® E.C. STA 10+29.28, C.L. 18.00 LL STA. 10+30.91, F.O.C. .353.80' Q P.R.C. STA 10+45.26, C.L. 20.21 RT. STA. 10+45.00, F.O.C. 353.60' © E.C. STA. 10+57,86, C.L. 18.00 RL STA. 10+57.86, F.O.C. 353.55' ❑7 B.C. STA 11+74.04, CL 18.00 RT. STA 11+74.04, F.O.C. 353.12' © P.RC. STA. 11+86.65, C.L 20.21 RL STA 11+86.90, F.O.C. 353.06' 09 B.C. STA 12+0262 C.L. 1&00 LT STA 12+04.25, F.O.C. 35289' 1® P.R.C. STA 12+09.76, C.L. 15.00 LT. STA 12+1220, F.O.C. 35279' 11 LOT UNE STA 12+45.39 C.L. 19.09 RL STA. 12+54.31, F.O.C. -- P.R.C. STA. 13+3528, C.L. 20.21 RT. STA 13+68.19, F.O.C. 353.09' © E.C. STA 13+47.86, C.L. 18.00 RT. STA 13+81.06, F.O.C. 353.13' ®7"f1-1,4 vn�T�rs A.s}� au�7 x..55 4 k "i V ,. i ID Know what's below. Call before you dig. ORm O 20' FLOWAGE & DRAINAGE EASEMENT OVER PRIVATE POCKET PARK PER FINAL MAP I N I M N� n I I p p O. LL II RADIUS LENGTH TANGENT DELTA CI LL 39.27' 25.00' 90WOW 1 20' FLOWAGE & DRAINAGE EASEMENT OVER PRIVATE POCKET PARK PER FINAL MAP I N I M N� n I I p p O. LL r RADIUS LENGTH TANGENT DELTA CI LL 39.27' 25.00' 90WOW 1 10.00' aow � 4534'23° C3 37.00' 58.12' 37.00' +n + .O -.O- 60 O Q 14d& 170.93' 12950'22" C5 37A0 I � I M 74.08 2-.- 156.11' 362 C7 43.00' 14.95'11 W- 19.55'11" 10 REFER TO SEWER & STORM DRAIN PLANS FLOWUNE STATION - SEE TABLE 1 � E.C. CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER =-- --_ 11+00 5- I- 8 SEWER s-1 I ri EX. 18 DRA INz7l1 I Jci Jai LLv • JUriJLL+ri o(SEE APPROVED UNIT 2 SEWER AND ST8 8 2 00o0O DRAIN P+�ooLL+oo LL,NOb'n-'i 777 z !q' ' 30 30' G "I W m ti ✓ II yNdd I LEIGHFIELDWAY SEE SHEET sFULHAN STREET N * CAUTION: CONTRACTOR TO KEEP 7' (PRIVATE STREET) HORIZONTAL CLEARANCE FROM EXISTING (STA. 10+00.00 C.L. TO 12+06.00 C.L.) 34" HIGH PRESSURE PG&E GAS LINE SCALE: 1" = 40' HORIZONTAL EXCEPT AT CROSSING. REFER TO PG&E GAS NOTES ON THE COVER SHEET. / /° U\11 r•\\ 6 P/L I 0 IN1HfE9CTIQN/FC.-N0O13O5-EA I STA 12+64.12 C.L. FULHAN STREET = STA. 10+00.01) C.L. BARBON BECK AVENUE Im i; STA. 12.4j76 _7 DRIVEWAY + I 1 F.. BARBON BECK AVENUE SEE SHEET 2 /�y\ SCALE: 1" = 40' 40' 20' O' 40' 80' 364 r RADIUS LENGTH TANGENT DELTA CI 25.00' 39.27' 25.00' 90WOW 1 10.00' aow � 4534'23° C3 37.00' 58.12' 37.00' I G4 80.W 181.29' 170.93' 12950'22" C5 37A0 I � I M 74.08 167.69' 156.11' 362 C7 43.00' 14.95'11 W- 19.55'11" 10 REFER TO SEWER & STORM DRAIN PLANS FLOWUNE STATION - SEE TABLE 1 � E.C. CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER =-- --_ END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE STA 10+22.14, C.L. 15.00 LT. STA 10+22.95, F.O.C. C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT B.C. 362 JLLo J I STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT E.C. Id © ® CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER PER CALTRANS STANDARD SPECIFICATION PTH-02ALKY0. P.LV.C. POINT OF INTERSECTION TP TDI OF PAVEMENT d W ti C.O.B. STD. D-14 WITHOUT WINGS, UNLESS NOTED OTHERWISE. ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. ULL OF VERTICAL CURVE FC FINISH CONCRETE ,ri,ri ,ri OI t® P.O.C. POINT ON CURVE R/W RIGHT-OF-WAY 360 SECTION DESIGNATION: PA E.P. PROPERTY UNE A•p• ANGLE POINT EDGE OF PAVEMENT C&G CURB AND GUTTER > 0 SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. Lsssi]__02 x FACE OF CURB EX. EXISTING pQNli$$ �O + < w PARKING AREA FLOW UNE INV, INVERT 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. -J QQ FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STM. ST -22 - ? 360 SHEET WHERE SECTION IS SHOWN ti\ m EXISTING SURVEY MONUMENT -- D - EXISTING STORM DRAIN UNE NOTES: -+- FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. p 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN Yr + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STM. T-1. � m' �" �" � TRACT BOUNDARY PLANS AND DETAILS. ta_',dd CENTERLINE 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. -�-- FURNISH &INSTALL PRIVATE STREET LIGHT -5800 LUMEN *LED" W OVER 0.40' AGGREGATE BASE OVER 0.50' COMPACTED TYPE PER DETAIL °t" ON SLEET 7. UNIT BOUNDARY O.G. COMPACTED TO 95% RELATIVE DENSITY PER n Ir - - - - • CONSTRUCTION LIMITS C.O.B. STD. ST -13. CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' PANGS O 358 AREA - E CausmucnoN NOTE 6. 3, ALL CATCH BASINS TO BE TYPE "A" WITH 3.5 OPENINGS w� __ I I U .. S- .51RS �, F� ! ° ' - 358 UOQ ci ION f M � O I I 'I ¢ r m afn p y � is rn w� F ay 87mhX 5-own0 ' w N0093'05 E 243.OD' 11+ODi - �- C2 12+�00 S-025% N 356 543% CI ----// DNn> i •N$�NI I m 356 p 7299 8 3 354 l, $ s=o.zsx' ti s= ozsz 1 I zsR 1 354 ! 8 0 P/L 2 W _- II I3 1 PROPosID WEST F. a Yg r F 352 - �-- _ _ - --- t 352 350 r -- - 11+00 - 1 - �j- o I.: onr } - �- -� 350 I ciLLLL .EW 364 LLn�1 ';AA 348 ,I - - - I I •� -- _J 364 362 360 358 356 354 352 350 348 10+00 11+00 12+00 13+00 364 362 360 358 356 354 352 350 348 m SIA 9+41.615 UL MUNLkT WAY = STA 12+31.90 GL LEGHFIELD WAY 18" DRAIN X UNIT CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA CI 25.00' 39.27' 25.00' 90WOW C2 10.00' 7.95' � 4534'23° C3 37.00' 58.12' 37.00' 9DTXY00° G4 80.W 181.29' 170.93' 12950'22" C5 37A0 12.86' 6.50' 19'5591" C6 74.08 167.69' 156.11' 129.50'22" C7 43.00' 14.95'11 7.55' 19.55'11" 10 REFER TO SEWER & STORM DRAIN PLANS FLOWUNE STATION - SEE TABLE B.C.R. BEGIN CURB RETURN PI POINT OF INTERSECTIONQ E.C. CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER NOTE: E.C.R. END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE STA 10+22.14, C.L. 15.00 LT. STA 10+22.95, F.O.C. C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT B.C. BEGIN CURVE P.C.0 POINT OF COMPOUND CURVATURE JLLo J I STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT E.C. 8pP © ® CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER PER CALTRANS STANDARD SPECIFICATION PTH-02ALKY0. P.LV.C. POINT OF INTERSECTION TP TDI OF PAVEMENT d W ti C.O.B. STD. D-14 WITHOUT WINGS, UNLESS NOTED OTHERWISE. ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. ULL OF VERTICAL CURVE FC FINISH CONCRETE ,ri,ri ,ri OI t® P.O.C. POINT ON CURVE R/W RIGHT-OF-WAY s SEWER - REFER TO SEWER & STORM DRAIN PLANS SECTION DESIGNATION: PA E.P. PROPERTY UNE A•p• ANGLE POINT EDGE OF PAVEMENT C&G CURB AND GUTTER > 0 SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. Lsssi]__02 F.O.G FACE OF CURB EX. EXISTING pQNli$$ �O + A P.A.F.L PARKING AREA FLOW UNE INV, INVERT 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. - - - - - - -L QQ FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STM. ST -22 _ - -- --- --_ - - EXISTING SEWER UNE SHEET WHERE SECTION IS SHOWN ti\ m EXISTING SURVEY MONUMENT -- D - EXISTING STORM DRAIN UNE NOTES: -+- FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. --c----- EXISTING GAS UNE 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN - + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STM. T-1. � m' �" �" � TRACT BOUNDARY PLANS AND DETAILS. ta_',dd CENTERLINE 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. -�-- FURNISH &INSTALL PRIVATE STREET LIGHT -5800 LUMEN *LED" OVER 0.40' AGGREGATE BASE OVER 0.50' COMPACTED TYPE PER DETAIL °t" ON SLEET 7. UNIT BOUNDARY O.G. COMPACTED TO 95% RELATIVE DENSITY PER EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS - - - - - - • CONSTRUCTION LIMITS C.O.B. STD. ST -13. CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' PANGS O ®PARKING AREA - E CausmucnoN NOTE 6. 3, ALL CATCH BASINS TO BE TYPE "A" WITH 3.5 OPENINGS ' PER C.O.B. STD. ST -7. (UNLESS OTHERWISE NOTED) 6.517 S- .51RS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. n< UOQ PROROSED EAST%L $ ,+ M O M _ d F 87mhX 5-own0 ' w N0093'05 E 243.OD' 11+ODi - �- C2 12+�00 S-025% N Sg�II0I 543% CI ----// DNn> i •N$�NI I 13+00 364 362 360 358 356 354 352 350 348 m SIA 9+41.615 UL MUNLkT WAY = STA 12+31.90 GL LEGHFIELD WAY 18" DRAIN X UNIT CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA CI 25.00' 39.27' 25.00' 90WOW C2 10.00' 7.95' 4.20' 4534'23° C3 37.00' 58.12' 37.00' 9DTXY00° G4 80.W 181.29' 170.93' 12950'22" C5 37A0 12.86' 6.50' 19'5591" C6 74.08 167.69' 156.11' 129.50'22" C7 43.00' 14.95'11 7.55' 19.55'11" I2 9 18° 10+00 11+00 12+00 / 1❑ P.R.C. (STA. 10+00.00 C.L. TO 12+06.00 C.L.) I /LL STA. 10+29:28, C.L. 18.00 RT. STA 10430.91, F.O.C. UNIT SCALE: 1" = 40' HORIZONTAL (k STA 10+45.26, C.L 20.21 LL STA. 10+46.02, F.O.C. / 15 1" = 4' VERTICAL STA 10+57.86, C.L. 18DOLT. STA. 10+58.88, F.O.C. LEGEND: � LEGEND (CONT.): LEGEND (CONT.I: / ABBREVIATIONS_ --- o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS O CURVE NUMBER FOR CURVE DESCRIPTION FL FLONIJNE P.O.V.C. POINT ON VERTICAL CURVE STA 11+76.72, C.L. 18.00 RT. STA 11+78.34, F.O.C. 354,60' / CL CENTERLINE B.V.C. BEGIN VERTICAL CURVE 9$m 0 STORM DRAIN MANHOLE - ® 11EM OF WORK - SEE SCHEDULE ELEV. ELEVATION EKG END VERTICAL CURVE 10 REFER TO SEWER & STORM DRAIN PLANS FLOWUNE STATION - SEE TABLE B.C.R. BEGIN CURB RETURN PI POINT OF INTERSECTIONQ E.C. CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER NOTE: E.C.R. END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE STA 10+22.14, C.L. 15.00 LT. STA 10+22.95, F.O.C. C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT B.C. BEGIN CURVE P.C.0 POINT OF COMPOUND CURVATURE JLLo J I STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT E.C. END CURVE T.C. TOP OF CURB © ® CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER PER CALTRANS STANDARD SPECIFICATION PTH-02ALKY0. P.LV.C. POINT OF INTERSECTION TP TDI OF PAVEMENT d W ti C.O.B. STD. D-14 WITHOUT WINGS, UNLESS NOTED OTHERWISE. ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. ULL OF VERTICAL CURVE FC FINISH CONCRETE ,ri,ri ,ri OI t® P.O.C. POINT ON CURVE R/W RIGHT-OF-WAY s SEWER - REFER TO SEWER & STORM DRAIN PLANS SECTION DESIGNATION: PA E.P. PROPERTY UNE A•p• ANGLE POINT EDGE OF PAVEMENT C&G CURB AND GUTTER > 0 SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. SECTION LETTER F.O.G FACE OF CURB EX. EXISTING pQNli$$ �O + A P.A.F.L PARKING AREA FLOW UNE INV, INVERT 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. - - - - - - -L QQ FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STM. ST -22 _ - -- --- --_ - - EXISTING SEWER UNE SHEET WHERE SECTION IS SHOWN ti\ m EXISTING SURVEY MONUMENT -- D - EXISTING STORM DRAIN UNE NOTES: -+- FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. --c----- EXISTING GAS UNE 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN - + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STM. T-1. � m' �" �" � TRACT BOUNDARY PLANS AND DETAILS. ta_',dd CENTERLINE 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. -�-- FURNISH &INSTALL PRIVATE STREET LIGHT -5800 LUMEN *LED" OVER 0.40' AGGREGATE BASE OVER 0.50' COMPACTED TYPE PER DETAIL °t" ON SLEET 7. UNIT BOUNDARY O.G. COMPACTED TO 95% RELATIVE DENSITY PER EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS - - - - - - • CONSTRUCTION LIMITS C.O.B. STD. ST -13. CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' PANGS O ®PARKING AREA - E CausmucnoN NOTE 6. 3, ALL CATCH BASINS TO BE TYPE "A" WITH 3.5 OPENINGS ' PER C.O.B. STD. ST -7. (UNLESS OTHERWISE NOTED) PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. I2 9 18° 364 362 360 358 356 354 352 350 348 / n i � Ily / 1❑ P.R.C. / a 3 I /LL STA. 10+29:28, C.L. 18.00 RT. STA 10430.91, F.O.C. UNIT ❑3 (k STA 10+45.26, C.L 20.21 LL STA. 10+46.02, F.O.C. / 15 n STA 10+57.86, C.L. 18DOLT. STA. 10+58.88, F.O.C. � � J STA 11+48.14, C.L. 18.00 LT. STA. 11+49.16, F.O.C. / n • c 30' 351.•53' 00 1 8 B.C. STA 11+76.72, C.L. 18.00 RT. STA 11+78.34, F.O.C. 354,60' / P.R.C. u 364 362 360 358 356 354 352 350 348 REF. NO. DESCRIPTIO! i � Ily � 1❑ P.R.C. STA. 10+22.14, C.L. 15.00 RT. STA 10+2295, F.O.C. BARBON BECK I E.C. STA. 10+29:28, C.L. 18.00 RT. STA 10430.91, F.O.C. UNIT ❑3 P.R.C. STA 10+45.26, C.L 20.21 LL STA. 10+46.02, F.O.C. c � SHEE I IT n STA 10+57.86, C.L. 18DOLT. STA. 10+58.88, F.O.C. � � J STA 11+48.14, C.L. 18.00 LT. STA. 11+49.16, F.O.C. Zm n • 18' 30' 351.•53' 00 1 8 B.C. STA 11+76.72, C.L. 18.00 RT. STA 11+78.34, F.O.C. 354,60' ❑8 P.R.C. STA 11+83.86, C.L. 15.00 RT. STA 11+86.30, F.O.C. 9$m Q GRADE BREAK STA 12+12.77 C.L. 20.71 LT. STA. 12+18.98 F.O.C. 354.66' 10 P.R.C. STA. 13+09.38, C.L. 20.21 LT. STA 13443.31, F.O.C. 354,37 fl E.C. STA. 13+21.98, C.L. 18.00 LT. STA 13+56.17, F.O.C. Bi 1© P.R.C. STA 10+22.14, C.L. 15.00 LT. STA 10+22.95, F.O.C. 35299' I E.C. STA. 10+29.28. C.L 18.00 LT. STA. 10+30.91, F.O.C. JLLo J I E.C. STA 10+57.86 C.L. 18.00 RT. STA. 10+57.86 F.O.C. tiff © B.C. STA 11+76.72, C.L. 18.00 LT. STA 11+78.34, F.O.C. 18 d W ti I ULL U ,ri,ri ,ri OI t® P.RC. U I 10 > T \ m pQNli$$ �O + IN Pro ti\ m tirr ✓�✓�✓� c .--- I - add ;3 + ta_',dd N N 5 6 2 y PA 151 O UOQ LiW N O _ d F 87mhX 5-own0 ' w N0093'05 E 243.OD' 11+ODi - �- C2 12+�00 S-025% N Sg�II0I 543% CI ----// DNn> i •N$�NI m PROPOSED NEST F.L. p 7299 8 3 I l, $ �i ti 1 ! 8 0 P/L 2 W II I3 a Yg a F 10+00 11+00 12+00 o I.: onr NI NI I ciLLLL .EW 364 LLn�1 ggn LL$$ ,I I I •� 30 362- UyN I W U IQ-F¢F UFF I I I IJ fANN mNN I MORLEY WAY BARB�BSEEE (PRIVATE STREET) (STA. 10+00.00 C.L. TO 12+43.00 C.L.) SCALE: 1" = 40' HORIZONTAL 360- REF. NO. DESCRIPTIO! i � Ily � 1❑ P.R.C. STA. 10+22.14, C.L. 15.00 RT. STA 10+2295, F.O.C. 35416' I E.C. STA. 10+29:28, C.L. 18.00 RT. STA 10430.91, F.O.C. 3 ❑3 P.R.C. STA 10+45.26, C.L 20.21 LL STA. 10+46.02, F.O.C. c I GRADE BREAK/E.C. STA 10+57.86, C.L. 18DOLT. STA. 10+58.88, F.O.C. � I' B.C. STA 11+48.14, C.L. 18.00 LT. STA. 11+49.16, F.O.C. Zm © P.R.C. STA 11+60.74, C.I. 20.21 LT. STA. 11+62.OZ F.O.C. 351.•53' 07 B.C. STA 11+76.72, C.L. 18.00 RT. STA 11+78.34, F.O.C. 354,60' ❑8 P.R.C. STA 11+83.86, C.L. 15.00 RT. STA 11+86.30, F.O.C. 9$m Q GRADE BREAK STA 12+12.77 C.L. 20.71 LT. STA. 12+18.98 F.O.C. 354.66' 10 P.R.C. STA. 13+09.38, C.L. 20.21 LT. STA 13443.31, F.O.C. 354,37 fl E.C. STA. 13+21.98, C.L. 18.00 LT. STA 13+56.17, F.O.C. Bi 1© P.R.C. STA 10+22.14, C.L. 15.00 LT. STA 10+22.95, F.O.C. 35299' I E.C. STA. 10+29.28. C.L 18.00 LT. STA. 10+30.91, F.O.C. ?¢d I E.C. STA 10+57.86 C.L. 18.00 RT. STA. 10+57.86 F.O.C. tiff © B.C. STA 11+76.72, C.L. 18.00 LT. STA 11+78.34, F.O.C. 18 PRC. STA, 11+83.86, C.L 15.00 LT. STA 11+86.30, F.D.G. 1© B.C. STA. 11+76.72 C.L 18.00 RT. STA 11+76.71, F.O.C. i6E t® P.RC. STA. 11+83.86, C.L. 15.00 RT. STA 11+84.67, F.O.C. > T \ m s O y. UOQ LiW N O _ d F 87mhX 5-own0 ' w S-025% Sg�II0I 543% DNn> i •N$�NI m PROPOSED NEST F.L. p I l, �i a ai a 10+00 11+00 12+00 364 362- I 360- w U O O I.� d mLL 358 I a o - - - U¢ (i Q Idd j i.. 41 N jmN I 356 4 N O � li li I ti W 354- ' SF0.25R 352 - � � S �. -� PR00aO_5ED EASTIF.L I 350 I > I 348 CONSTRUCTION NOTES: 1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 CONSTRUCT 5' DETACHED STANDARD TYPE SIDEWALK PER C.O.B. STD ST -6 3 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. ®CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 REVISED STANDARD PLAN R.S.P. A88A-CASE A OR F - DETAIL "6" ON SHEET 4. OCONSTRUCT 6" CONCRETE CURB WITH 12" TOTAL CURB HEIGHT AND 5" REVEAL PER DETAIL "2" ON SHEET 4. © PARKING AREA 6" THICK CONCRETE- SEE DETAIL "5" ON SHEET 4. OINSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C AND W31(CA) SIGN WITH OM4-3 MARKER AT THE UNIT BOUNDARY OF TRACT IF THE ADJACENT UNIT IS NOT CONSTRUCTED AT THE SAME TIME ® CONSTRUCT TYPICAL STREET CORNER - SEE DETAIL "3" ON SHEET 4. O9 CONSTRUCT TYPICAL STREET BULGE - SEE DETAIL "4" ON SHEET 4. 10+00 11+00 12+00 (STA. 10+00.00 C.L. TO 12+43.00 C.L.) SCALE: 1" = 40' HORIZONTAL 1" = 4' VERTICAL AVENUE 2 I 3 REF. NO. DESCRIPTIO! i � Ily � 1❑ P.R.C. STA. 10+22.14, C.L. 15.00 RT. STA 10+2295, F.O.C. 35416' I E.C. STA. 10+29:28, C.L. 18.00 RT. STA 10430.91, F.O.C. 3 ❑3 P.R.C. STA 10+45.26, C.L 20.21 LL STA. 10+46.02, F.O.C. c I GRADE BREAK/E.C. STA 10+57.86, C.L. 18DOLT. STA. 10+58.88, F.O.C. � I' B.C. STA 11+48.14, C.L. 18.00 LT. STA. 11+49.16, F.O.C. Zm © P.R.C. STA 11+60.74, C.I. 20.21 LT. STA. 11+62.OZ F.O.C. 351.•53' 07 B.C. STA 11+76.72, C.L. 18.00 RT. STA 11+78.34, F.O.C. 354,60' ❑8 P.R.C. STA 11+83.86, C.L. 15.00 RT. STA 11+86.30, F.O.C. 9$m Q GRADE BREAK STA 12+12.77 C.L. 20.71 LT. STA. 12+18.98 F.O.C. 354.66' 10 P.R.C. STA. 13+09.38, C.L. 20.21 LT. STA 13443.31, F.O.C. 354,37 fl E.C. STA. 13+21.98, C.L. 18.00 LT. STA 13+56.17, F.O.C. Bi 1© P.R.C. STA 10+22.14, C.L. 15.00 LT. STA 10+22.95, F.O.C. 35299' I E.C. STA. 10+29.28. C.L 18.00 LT. STA. 10+30.91, F.O.C. ?¢d I E.C. STA 10+57.86 C.L. 18.00 RT. STA. 10+57.86 F.O.C. tiff E••: � MGi1 -- SCALE: 1" = 40' 40' 20' O' 40' 364 362 360 358 356 354 352 350 348 364 362 360 358 356 354 352 350 348 F.O.C. STATIONING TABLE REF. NO. DESCRIPTIO! C.L. STATION F.O.C. STATION T.C. ELEV. 1❑ P.R.C. STA. 10+22.14, C.L. 15.00 RT. STA 10+2295, F.O.C. 35416' ❑2 E.C. STA. 10+29:28, C.L. 18.00 RT. STA 10430.91, F.O.C. 354:09' ❑3 P.R.C. STA 10+45.26, C.L 20.21 LL STA. 10+46.02, F.O.C. 354,22' ® GRADE BREAK/E.C. STA 10+57.86, C.L. 18DOLT. STA. 10+58.88, F.O.C. 354,27' Q B.C. STA 11+48.14, C.L. 18.00 LT. STA. 11+49.16, F.O.C. 351,49' © P.R.C. STA 11+60.74, C.I. 20.21 LT. STA. 11+62.OZ F.O.C. 351.•53' 07 B.C. STA 11+76.72, C.L. 18.00 RT. STA 11+78.34, F.O.C. 354,60' ❑8 P.R.C. STA 11+83.86, C.L. 15.00 RT. STA 11+86.30, F.O.C. 354,55' Q GRADE BREAK STA 12+12.77 C.L. 20.71 LT. STA. 12+18.98 F.O.C. 354.66' 10 P.R.C. STA. 13+09.38, C.L. 20.21 LT. STA 13443.31, F.O.C. 354,37 fl E.C. STA. 13+21.98, C.L. 18.00 LT. STA 13+56.17, F.O.C. 354,33' 1© P.R.C. STA 10+22.14, C.L. 15.00 LT. STA 10+22.95, F.O.C. 35299' ® E.C. STA. 10+29.28. C.L 18.00 LT. STA. 10+30.91, F.O.C. 35293' ® E.C. STA 10+57.86 C.L. 18.00 RT. STA. 10+57.86 F.O.C. 353.14' © B.C. STA 11+76.72, C.L. 18.00 LT. STA 11+78.34, F.O.C. 18 PRC. STA, 11+83.86, C.L 15.00 LT. STA 11+86.30, F.D.G. 1© B.C. STA. 11+76.72 C.L 18.00 RT. STA 11+76.71, F.O.C. i6E t® P.RC. STA. 11+83.86, C.L. 15.00 RT. STA 11+84.67, F.O.C. ®4 d7 -1? -t4 UN1T5 4 S-1 U�4L Know whafs below. CBIl before you dig. 4 E O L 44 \` '\ U J\1 J � • N , II U I\1 1TI N3 II FI $ S KZa I p O J r I tV \ f~ tJl tJ LL LL N \\ S -4 "J,N,i pm I cis o� aJJ iso Di o U gem L¢ 3 N 3+ n6 o g r") og m6 r - o 2 �a loao:my q F o m^^ 5 rc ¢ 4 5 yy pm y p P/L8 mm U P I i PA I a l g n 1 II m i N P.R.C. P.A.F.L I 0 g r JS = STA 8+98.67 C.L. CUMBRIAN WAY 14.57 STA. 8+71.89 EL I 1 m I S SegL J J ! N I I 1 ml oY O 1 0l: N IB.C. AD BR - A.. 3 3 I o ¢ o y STA. 8+84.02 C.L. CUMBRIr WAY 12.00 LL = I J J J J J o pg o S Z STA. 8+56.94 F.L.C7 m l ti LL ti� W z m m ! SS ; SSS Soo a S I I Im eg._U Tri ui'B_-__m• _ m 72 18 - 2 ohm 30' 1 30' cmi.'rr mU r�r I I I mm mqm , w EVERTOR AVENUE SEE SHEET 4 C U M B R I A N W A Y SCALE: 1" = 40' (PRIVATE STREET) 40' 20' o' 40' so' (STA. 10+00.00 C.L. TO 12+43.00 C.L.) SCALE: 1" = 40' HORIZONTAL 3 30 I I ! ! IECK AVENUE SHEET 2 9+00 366 364 362 360 358 356 354 352 350 348 10+00 11+00 12+00 366 364 362 360 358 356 354 352 350 348 366 364 362 360 358 356 354 352 350 348 U1\J1 IT 6 �yy 18' DRAIN u CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 25.00' 39.27' 25.00' 9OWOO" C2 10.01' 7.95' 4.20' 4534.23" C3 37.00' 58.12' 37.00' 90170.00' C4 80.00' 197.01' 226.53' 141'0554' C5 37.00' 12.86' 6.50' 19'55'11" C6 74.00' 167.69' 158.11' 129'50.22" C7 43.00' 14.95' 7.55 1955'11' SINGLE FIXTURE (5800 LUMEN)' STREET LIGHT DETAIL NO SCALE SIZE I LIGHT POST FIXTURE I STERNBERG STERNEERG 14' BARRINGTON POLE OLD TOWN BECK AVENUE SHEET 5214FP14 A850SRLED EVERTON AVENUE_r SEE SHEET 4 366 SCALE: 1" = 40' HORIZONTAL I ` I\ r 2 m N BARBON SEE BECK AVENUE SHEET "SLAB P.R.C. C.O.B. ST -14 358 O CURVE NUMBER FOR CURVE DESCRIPTION 1 J 9 J `J CENTERUNE B.V.C. BEGIN VERTICAL CURVE I 13 352 1 'o l Q FLOWUNE STATION - SEE TABLE II BEGIN CURB RETURN PI POINT OF INTERSECTION CURB 77 CONSTRUCT TYPE "A' CATCH BASH WITH 3.5' OPENING PER NOTE E.C.R. ,1 11 SEE CALIRANS 7RAFFC MANUAL FOR DETAILS. ALL PERMANENT I 1 N STA. 10+57.86 CL 18.00 LT. STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT EG j ® CONSTRUCT TYPE "A' CATCH BASIN WITH 3.5' OPENING PER PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. P.I.`AC. POINT OF INTERSECTION TP TOP OF PAVEMENT C.O.B. STD. D-14 WITHOUT WINGS, UNLESS NOTED OTHERNISE. J ` OF VEZIICAL CURVE FC FINISH CONCRETE H _ 18T P.O.C. POINT ON CURVE R/W RIGHT-OF-WAY s SEWER - REFER TO SEWER & STORM DRAIN PLANS SECTION DESIGNATION: PAL E.P. PROPERTY UNE A.P. ANGLE POINT EDGE OF PAVEMENT G&G CURB AND GUTTER ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. Z F.O.C.FACE F.O.C. OF CURB EX. EXISTING 18 DRAM! STA 11+78.34, F.O.C. 35268' PARKING AREA FLOW UNE INV INVERT © SEWER CLEANOUT -REFER TO SEWER &STORM DRAIN PLANS - - - - - - 2 QQ FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -22. -- "---- s "'-" -- EXISTING SEWER UNE SHEET WHERE SECRON IS 940414 U EXISTING SURVEY MONUMENT - ---- --- -- EXISTING STORM DRAIN UNE NOTES' 35212' ,� E.C. -+- FURNISH & INSTALL STREET SM PER C.D.B. STD. T-1. - -- -- = ----- EXISTING GAS LINE 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN + JJo �yJ, •...ia N 18 T I CEWERUNE I�I -�- FURNISH & INSTALL PRIVATE STREET LIGHT -58M LUMEN "IED' JJO LL til.:LL Jol W P.R.C. rc UNIT BOUNDARY O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER '30' EXISTING STREET UGHT PER SEPARATE APPROVED STREET PLANS " - ---' CONSTRUCTION LIMITS C.O.B. STD. ST -13. I CONSTRUCT 18' BOT WIDTH DRIVEWAY W/3' o0 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS P.R.C. PER C.O.B. SRI. ST -7.7. (UNLESS OTHERWISE NOTED)ED) v oLLLL oo 30' PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. In O.JJ m / 1 roLL o g Qg0 � ,p "j�� lV 1� ! TPN 00 avt m^-�`- f` v N ++ PROPOSE EAST F L 1> OON m m Oar X18' / I '.1 m ml 30 00 pe +++ A'mm H Z NN '.I V) M m�� Z 000 gqq q W^^^ j rt / 5• � I Z 1 I t BROCKLESBY STREET BARBON BECK SEE SHEET 4 STREET) 1 W1Q-1Q- HGG ZOO O CJ 41 hN-� mmm Ulg-Ig- ®mm m! I mm yNN �!^'� - 12 M ' 6I V m. � i- T -__- _ IEm 30" G (4) Yh"x 18"x3' a ANCHOR BOLTS Y ANCHOR LAYOUT MANUFACTURER STREET LIGHT PIER DESIGN NO SCALE NOTE 5800 LUMEN STREET LIGHTS SHALL BE IN ACCORDANCE WITH C.O.B. STD. DET. ST -14. STREET LIGHT - DETAIL SCALE: NONE 366 SCALE: 1" = 40' HORIZONTAL 364 REF. NO. 362 BASE m N LEGEND: 360 "SLAB P.R.C. C.O.B. ST -14 358 O CURVE NUMBER FOR CURVE DESCRIPTION 356 B" x 3" P.R.C. IL15 CL CENTERUNE B.V.C. BEGIN VERTICAL CURVE 354 ® ITEM OF WORK - SEE SCHEDULE 352 ELEVATION E.V.C. END VERTICAL CURVE 350 Q FLOWUNE STATION - SEE TABLE 348 (4) Yh"x 18"x3' a ANCHOR BOLTS Y ANCHOR LAYOUT MANUFACTURER STREET LIGHT PIER DESIGN NO SCALE NOTE 5800 LUMEN STREET LIGHTS SHALL BE IN ACCORDANCE WITH C.O.B. STD. DET. ST -14. STREET LIGHT - DETAIL SCALE: NONE 364 362 360 358 356 354 352 350 SCALE: 1" = 40' HORIZONTAL 4 REF. NO. DESCRIPTION 1" = 4' VERTICAL m N LEGEND: LEGEND (CONT.) LEGEND (CONT.): P.R.C. ABBREVIATIONS --- D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS O CURVE NUMBER FOR CURVE DESCRIPTION FL FLOWJNE P.O.V.C. POINT ON VERTICAL CURVE P.R.C. CL CENTERUNE B.V.C. BEGIN VERTICAL CURVE ® STORM DRAIN MANHOLE - ® ITEM OF WORK - SEE SCHEDULE ELEV. ELEVATION E.V.C. END VERTICAL CURVE REFER TO SEWER & STORM DRAIN PLANS Q FLOWUNE STATION - SEE TABLE B.C.R. BEGIN CURB RETURN PI POINT OF INTERSECTION CURB 77 CONSTRUCT TYPE "A' CATCH BASH WITH 3.5' OPENING PER NOTE E.C.R. END RETURN P.R.C. POINT OF REVERSE CURVATURE C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. SEE CALIRANS 7RAFFC MANUAL FOR DETAILS. ALL PERMANENT B.C. BEGIN CURVE P.C.C. POINT OF COMPOUND CURVATURE STA. 10+57.86 CL 18.00 LT. STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT EG END CURVE T.C. TOP OF CURB ® CONSTRUCT TYPE "A' CATCH BASIN WITH 3.5' OPENING PER PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. P.I.`AC. POINT OF INTERSECTION TP TOP OF PAVEMENT C.O.B. STD. D-14 WITHOUT WINGS, UNLESS NOTED OTHERNISE. ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC ` OF VEZIICAL CURVE FC FINISH CONCRETE STA 11+76.72 C.L. 18.00 LT. I P.O.C. POINT ON CURVE R/W RIGHT-OF-WAY s SEWER - REFER TO SEWER & STORM DRAIN PLANS SECTION DESIGNATION: PAL E.P. PROPERTY UNE A.P. ANGLE POINT EDGE OF PAVEMENT G&G CURB AND GUTTER ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. SECTION LETTER F.O.C.FACE F.O.C. OF CURB EX. EXISTING 18 DRAM! STA 11+78.34, F.O.C. 35268' PARKING AREA FLOW UNE INV INVERT © SEWER CLEANOUT -REFER TO SEWER &STORM DRAIN PLANS - - - - - - 2 QQ FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -22. -- "---- s "'-" -- EXISTING SEWER UNE SHEET WHERE SECRON IS 940414 P.R.C. EXISTING SURVEY MONUMENT - ---- --- -- EXISTING STORM DRAIN UNE NOTES' 35212' © E.C. -+- FURNISH & INSTALL STREET SM PER C.D.B. STD. T-1. - -- -- = ----- EXISTING GAS LINE 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. ����"�"� TRACT BOUNDARY PLANS AND DETAILS. m ti CEWERUNE 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. -�- FURNISH & INSTALL PRIVATE STREET LIGHT -58M LUMEN "IED' m¢ OVER OVER 0.40' AGGREGATE BASE OVER 0.50' COMPACTED P.R.C. TYPE PER DETAIL "1" ON SHEET 7. UNIT BOUNDARY O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER -. EXISTING STREET UGHT PER SEPARATE APPROVED STREET PLANS " - ---' CONSTRUCTION LIMITS C.O.B. STD. ST -13. I CONSTRUCT 18' BOT WIDTH DRIVEWAY W/3' ® PARKING AREA - SEE CONSTRUCTION NOTE 6. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS P.R.C. PER C.O.B. SRI. ST -7.7. (UNLESS OTHERWISE NOTED)ED) STA. 11+83.86 C.L. 15.00 RL STA. 11+84.67, F.O.C. 44 N PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 364 362 360 358 356 354 352 350 � 4 REF. NO. DESCRIPTION m N 3 1112 6 5 2 �yy y Q P.R.C. Im .n STA 8+47.99, F.O.C. III 02 P.R.C. STA 10+22.14 C.L 15.00 RT. STA 10+2295, F.O.C. 351.53' 03 EC. I i STA, 10+30.91, F.00 C1:t ® P.R.C. STA. 10+45.26 CL 20.21 LT. -- 3 z GRADE BREAK/EC. STA. 10+57.86 CL 18.00 LT. :.:1 4 •1 UNIT BOUNDARY C3 CZ 8 SEWER 11+00 I -12+00. 35205' lF ` MOO'- STA 11+76.72 C.L. 18.00 LT. I I 8❑ P.R.C. - - N0093'05'E STA. 11+83.86 C.L. 15.00 LT. STA 11+84.67, F.O.C. 35266' B.C. 18 DRAM! STA 11+78.34, F.O.C. 35268' QO P.R.C. STA 11+83.86 C.L. 15.00 RT. -- --'i- -- -- - -- P.R.C. 4 ®) STA 10+2295, F.O.C. 35212' © E.C. STA. 10+29.28 C.L 1&00 LT. 3 352.14' 1© ti 7 STA. 10+57.86 C.L. 1&GO RL b m ti u 3 2 0� � 5 6 \ m¢ < P.R.C. PTI Q N w e u B.C. / I STA. 11+76.71, F.0.C. n r P.R.C. STA. 11+83.86 C.L. 15.00 RL STA. 11+84.67, F.O.C. 44 N / 1 roLL o g Qg0 � ,p r N 0 lV JJ ! r avt m^-�`- f` v N PROPOSE EAST F L 1> OON m m Oar X18' / I -___m I I 30 I II a dd 1 �yy TTqR m ++ / m�� I add j rt / NNN I t BROCKLESBY STREET BARBON BECK SEE SHEET (PRIVATE STREET) (STA. 10+00.00 C.L. TO 12+43.00 C.L.) SCALE 1" = 40' HORIZONTAL -._r ____ I _ > N q M � i- T -__- _ z m N rz m � 1 o [ o Im w w $_tI27R w M m , S --b.45%_ . _ 929. 30 '. W^ Lno q 'Ay M PROPOsm NEST F.L. 11 II N M, w a mix s 0+00 11+00 12+00 366 364 362 360 358 356 354 352 350 348 - - - 10+00 11+00 12+00 (STA. 10+00.00 C.L. TO 18+50.00 C.L.) SCALE: 1" = 40' HORIZONTAL 1" = 4' VERTICAL CONSTRUCTION NOTES: 1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 2 CONSTRUCT 5' DETACHED STANDARD TYPE SIDEWALK PER C.O.B. STD ST -6 3 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. ®CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 REVISED STANDARD PLAN R.S.P. A88A-CASE A OR F - DETAIL "6" ON SHEET 4. OCONSTRUCT 6" CONCRETE CURB WITH 12" TOTAL CURB HEIGHT AND 6" REVEAL PER DETAIL "2" ON SHEET 4. © PARKING AREA 6" THICK CONCRETE- SEE DETAIL "5" ON SHEET 4. OINSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C AND W31(CA) SIGN 'NTH OM4-3 MARKER AT THE UNIT BOUNDARY OF TRACT IF THE ADJACENT UNIT IS NOT CONSTRUCTED AT THE SAME TIME. ® CONSTRUCT TYPICAL STREET CORNER - SEE DETAIL "3" ON SHEET 4. O9 CONSTRUCT TYPICAL STREET BULGE - SEE DETAIL "4" ON SHEET 4. -�- Z I I I IINTERSECTION STA. 12+43.10 C.L. � STREET = V STA. 21+94.12 C.L.GL BARBON ARBON BECK K AVENUE � I . 18" DRAIN D EX. 18' DRAIN D� r I pp I I N rW I, d' Q d 1 0 - Jj\1Jr 41Zed Q J 3VENUE w u 0 N � SCALE: 1" = 40' N Y 40' 20' O' 40' so' Q m 366 364 362 360 358 356 354 352 350 348 0 366 w 364 362 360 r" 358 356 354 U 352 350 348 � F.O.C. STATIONING TABLE REF. NO. DESCRIPTION C.L. STATION F.O.C. STATION T.C. EIEVV, Q P.R.C. STA. B+82.46 C.L. 13.44 LT. STA 8+47.99, F.O.C. III 02 P.R.C. STA 10+22.14 C.L 15.00 RT. STA 10+2295, F.O.C. 351.53' 03 EC. I i STA, 10+30.91, F.00 351.64' ® P.R.C. STA. 10+45.26 CL 20.21 LT. -- 351.78' ❑5 GRADE BREAK/EC. STA. 10+57.86 CL 18.00 LT. STA. 10+57.86, F.O.C. 351.84' © UNIT BOUNDARY STA. 10+8800 C.L. 18.00 RT. { 35205' lF B.C. ^ STA 11+76.72 C.L. 18.00 LT. I I 8❑ P.R.C. STA. 11+83.86 C.L. 15.00 LT. STA 11+84.67, F.O.C. 35266' B.C. STA. 11+76.72 C.L. 18.00 RT. STA 11+78.34, F.O.C. 35268' QO P.R.C. STA 11+83.86 C.L. 15.00 RT. STA. 11+86.30, F.O.C. 352.67' 11 P.R.C. STA. 10+22.14 C.L. 15.00 LT. STA 10+2295, F.O.C. 35212' © E.C. STA. 10+29.28 C.L 1&00 LT. STA. 10+30.91, F.O.C. 352.14' 1© GRADE BREAK/EG STA. 10+57.86 C.L. 1&GO RL STA. 10+57.86, F.O.C. 352.34' ® B.C. STA. 11+76.72 C.L. 1&DO LT. U� 35281' 1© P.R.C. Unl p' II w 35285' 16 B.C. STA 11+76.72 CL 1&DO RL STA. 11+76.71, F.0.C. 352.88' 07 P.R.C. STA. 11+83.86 C.L. 15.00 RL STA. 11+84.67, F.O.C. 352.85' f` v N PROPOSE EAST F L 1> II II, i I I 7',Z I II a ajl a i 348 - - - 10+00 11+00 12+00 (STA. 10+00.00 C.L. TO 18+50.00 C.L.) SCALE: 1" = 40' HORIZONTAL 1" = 4' VERTICAL CONSTRUCTION NOTES: 1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 2 CONSTRUCT 5' DETACHED STANDARD TYPE SIDEWALK PER C.O.B. STD ST -6 3 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. ®CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 REVISED STANDARD PLAN R.S.P. A88A-CASE A OR F - DETAIL "6" ON SHEET 4. OCONSTRUCT 6" CONCRETE CURB WITH 12" TOTAL CURB HEIGHT AND 6" REVEAL PER DETAIL "2" ON SHEET 4. © PARKING AREA 6" THICK CONCRETE- SEE DETAIL "5" ON SHEET 4. OINSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C AND W31(CA) SIGN 'NTH OM4-3 MARKER AT THE UNIT BOUNDARY OF TRACT IF THE ADJACENT UNIT IS NOT CONSTRUCTED AT THE SAME TIME. ® CONSTRUCT TYPICAL STREET CORNER - SEE DETAIL "3" ON SHEET 4. O9 CONSTRUCT TYPICAL STREET BULGE - SEE DETAIL "4" ON SHEET 4. -�- Z I I I IINTERSECTION STA. 12+43.10 C.L. � STREET = V STA. 21+94.12 C.L.GL BARBON ARBON BECK K AVENUE � I . 18" DRAIN D EX. 18' DRAIN D� r I pp I I N rW I, d' Q d 1 0 - Jj\1Jr 41Zed Q J 3VENUE w u 0 N � SCALE: 1" = 40' N Y 40' 20' O' 40' so' Q m 366 364 362 360 358 356 354 352 350 348 0 366 w 364 362 360 r" 358 356 354 U 352 350 348 � UNrTs 4.5-'7 0N4 i Know whafs below. Call before you dig. i=11 F.O.C. STATIONING TABLE REF. NO. DESCRIPTION C.L. STATION F.O.C. STATION T.C. EIEVV, Q P.R.C. STA. B+82.46 C.L. 13.44 LT. STA 8+47.99, F.O.C. 350.99' 02 P.R.C. STA 10+22.14 C.L 15.00 RT. STA 10+2295, F.O.C. 351.53' 03 EC. STA 10+29.28 CL 18.00 RT STA, 10+30.91, F.00 351.64' ® P.R.C. STA. 10+45.26 CL 20.21 LT. STA. 10+45.00, F.O.C. 351.78' ❑5 GRADE BREAK/EC. STA. 10+57.86 CL 18.00 LT. STA. 10+57.86, F.O.C. 351.84' © UNIT BOUNDARY STA. 10+8800 C.L. 18.00 RT. STA 10+89.63, F.O.C. 35205' ❑7 B.C. STA 11+76.72 C.L. 18.00 LT. STA 11+76.72, F.O.C. 35267' 8❑ P.R.C. STA. 11+83.86 C.L. 15.00 LT. STA 11+84.67, F.O.C. 35266' B.C. STA. 11+76.72 C.L. 18.00 RT. STA 11+78.34, F.O.C. 35268' QO P.R.C. STA 11+83.86 C.L. 15.00 RT. STA. 11+86.30, F.O.C. 352.67' 11 P.R.C. STA. 10+22.14 C.L. 15.00 LT. STA 10+2295, F.O.C. 35212' © E.C. STA. 10+29.28 C.L 1&00 LT. STA. 10+30.91, F.O.C. 352.14' 1© GRADE BREAK/EG STA. 10+57.86 C.L. 1&GO RL STA. 10+57.86, F.O.C. 352.34' ® B.C. STA. 11+76.72 C.L. 1&DO LT. STA. 11+78.34, F.O.C. 35281' 1© P.R.C. STA 11+83.86 C.L. 15.00 LL STA 11+86.30, F.O.C. 35285' 16 B.C. STA 11+76.72 CL 1&DO RL STA. 11+76.71, F.0.C. 352.88' 07 P.R.C. STA. 11+83.86 C.L. 15.00 RL STA. 11+84.67, F.O.C. 352.85' UNrTs 4.5-'7 0N4 i Know whafs below. Call before you dig. i=11