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1.1-7261 Ph 1 - 4
A.C. PAVING TESTING NOTES: 1. ASPHALT CONCRETE SHALL BE TYPE 'A' (MODIFIED FOR ALL ARTERIAL AND COLLECTOR STREETS AND TYPE 'B' (MODIFIED) FOR LOCAL STREETS AND SHALL CONFORM TO THE PROVISIONS IN SECTION 39, "ASPHALT CONCRETE", OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. 2. PRIOR TO THE ADDITION OF ASPHALT BINDER, THE COMBINED MINERAL AGGREGATE FOR TYPE 'A' (MODIFIED) OR TYPE 'B' (MODIFIED) ASPHALT CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS FOR 3/4" MAXIMUM, MEDIUM GRADING. 3. ASPHALT BINDER FOR TYPE A (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64-10 PERFORMANCE GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER. ASPHALT BINDER FOR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64-10 PERFORMANCE GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER. THE ASPHALT BINDER SHALL CONFORM TO THE REQUIREMENTS IN THE TABLE FOR "STEAM -REFINED PAVING ASPHALTS," IN SECTION 92-1.02, "GRADES," OF THE STANDARD SPECIFICATIONS. 4. THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATE SHALL BE DETERMINED BY THE CONTRACTOR IN ACCORDANCE WITH CALIFORNIA TEST METHOD 367 USING SAMPLES OF MATERIALS PROPOSED FOR USE IN THE WORK. THE AMOUNT OF ASPHALT BINDER SHALL BE APPROVED BY THE CITY ENGINEER. 5. AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE CITY ENGINEER'S REVIEW AND APPROVAL: A. A UST OF AGGREGATE AND ASPHALT SOURCES. B. DOCUMENTATION VERIFYING THAT THE AGGREGATES TO BE INCORPORATED IN THE WORK CONFORM TO THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MATERIAL SIEVE ANALYSIS AND SAND EQUIVALENT TEST RESULTS SHOULD NOT BE OLDER THAN SIX (6) MONTHS. ALL OTHER TEST RESULTS SHOULD NOT BE OLDER THAN ONE (1) YEAR. C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 367. LABORATORY TEST RESULTS ON WHICH THE DESIGN IS BASED SHALL BE SUBMITTED WITH THE MIX DESIGN ALONG NTH THE THEORETICAL MAXIMUM DENSITY OF THE DESIGN MIXTURE AS DETERMINED BY ASTM D2041. THE ASPHALT CONCRETE MIX SHALL MEET THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. IF THE DATA SUBMITTED SHOWS THAT THE MATERIALS ARE SUBSTANTIALLY THE SAME AS WHEN THE DESIGN WAS PREPARED, THE DESIGN MAY BE UP TO THREE (3) YEARS OLD. THE CONTRACTOR SHALL BEAR ALL COSTS ASSOCIATED WITH THE ASPHALT CONCRETE MIX DESIGN. 6. WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO EXISTING PAVED SURFACES, THE EXISTING PAVEMENT IS TO BE SAW CUT IN A NEAT STRAIGHT LINE, EITHER PARALLEL OR PERPENDICULAR TO THE CENTERLINE OF THE STREET, AND AT A MINIMUM DISTANCE OF ONE (1) FOOT FROM THE EXISTING EDGE OF PAVEMENT, 7. A PRIME COAT WILL NOT BE REQUIRED ON NON -PAVED AREAS TO BE SURFACED PRIOR TO THE PLACEMENT OF ASPHALT CONCRETE. HOWEVER, ALL OTHER REQUIREMENTS OF SECTION 39-4.01, "SUBGRADE," OF THE STANDARD SPECIFICATIONS SHALL BE MET. 8. THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO PUBLIC TRAFFIC. CARE SHALL BE TAKEN TO AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING PAVEMENT SURFACE BEYOND THE LIMITS OF CONSTRUCTION. 9. PAVING SEAMS SHALL BE LOCATED TO MATCH DESIGNED TRAFFIC LANE STRIPE LOCATIONS UNLESS OTHERWISE PERMITTED BY THE CITY ENGINEER. 10. INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE CITY ENGINEER. ADDITION ASPHALT CONCRETE SHALL BE PLACED AT ROAD CONNECTIONS AND PRIVATE DRIVE WHERE SHOWN ON THE PLANS AND AS DIRECTED BY THE CITY ENGINEER, AND HAND RAKED, IF NECESSARY, AND COMPACTED TO FOR SMOOTH, TAPERED CONNECTIONS. 11. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS 0.15 FOOT OR LESS, PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT, AT THE END OF EACH WORK SHIFT, THE LENGTH OF PAVEMENT ALONG THE LONGITUDINAL DROP-OFF BETWEEN ADJACENT LANES IS NOT GREATER THAN THAT WHICH CAN. BE SURFACED DURING THE FOLLOWING SHIFT OF NORMAL PAVING OPERATIONS, ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. 12. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS MORE THAN 0.15 FOOT, PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT THE LAYER OF ASPHALT CONCRETE IS PLACED ON ALL CONTIGUOUS LANES OF' THE TRAVELED WAY BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. AT THE END OF EACH WORK SHIFT, THE DISTANCE BETWEEN THE ENDS OF A LAYER OF ASPHALT CONCRETE ON ADJACENT LANES SHALL NOT BE GREATER THAN 10 FEET. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP=OFFS ON EACH LANE. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. 13. ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM 92 `PERCENT OF THE MAXIMUM THEORETICAL DENSITY AS DETERMINED BY ASTM D-2041, IN-PLACE DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 375. 14. IF THE IN-PLACE DENSITY OF ANY LOT .OF ASPHALT CONCRETE IS LESS THAN 92 PERCENT OR GREATER THAN 94 PERCENT OF THE MAXIMUM THEORETICAL DENSITY, THE CONTRACTOR WILL BE ADVISED THAT THE REQUIRED RELATIVE COMPACTION IS NOT BEING ATTAINED AND THAT THE MATERIALS OR PROCEDURES OR BOTH, IF NEEDED, ARE TO BE ADJUSTED. ASPHALT CONCRETE SPREADING OPERATIONS SHALL NOT CONTINUE UNTIL THE CONTRACTOR HAS NOTIFIED THE CITY ENGINEER OF THE ADJUSTMENT THAT WILL BE MADE IN ORDER TO MEET THE REQUIRED COMPACTION. IF ANY SUCCESSIVE TEST AFTER NOTICE IS GIVEN DOES NOT MEET THE SPECIFIED RANGE, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT MEETS THE IN-PLACE DENSITY REQUIREMENTS. 15. IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE COMPACTION IS EITHER LESS THAN 90% OR MORE THAN 969'0, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT DOES MEET THE IN-PLACE DENSITY REQUIREMENT. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. 16. THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED BY: A. A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD, OR B. ASTM D1188 WHEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESTING. ZINC STEARATE MAY BE SUBSTITUTED WITH PARAFFIN. C. IN CASE OF DISPUTE, METHOD B ABOVE SHALL BE USED. 17. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE TOLERANCES, SHALL BE BROUGHT WITHIN TOLERANCE BY EITHER: A. ABRASIVE GRINDING NTH EQUIPMENT UTILIZING DIAMOND BLADES, B. REMOVAL AND REPLACEMENT, OR C. PLACEMENT OF AN ASPHALT CONCRETE OVERLAY. THE METHOD WILL BE SELECTED BY THE CITY ENGINEER. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTO EXPENSE. 18. IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO SPECIFIED SURFACE TOLERANCES. ADDITIONAL GRINDING SHALL BE PERFORMED, AS NECESSARY, TO ENLARGE THE GRINDING AREA SO THAT THE LONGITUDINAL LIMITS OF GRINDING ARE AT A CONSTANT OFFSET FROM, AND ARE PARALLEL TO, THE NEAREST LANE LINE OR PAVEMENT EDGE, AND THE TRANSVERSE LIMITS OF GRINDING ARE NORMAL TO THE PAVEMENT CENTERLINE. ALL GROUND AREAS SHALL CONFORM TO THE REQUIREMENTS IN THE FIRST PARAGRAPHS OF SECTION 42-2.02, "CONSTRUCTION", OF THE STANDARD SPECIFICATIONS. A FOG SEAL COAT SHALL BE APPLIED TO ALL FINISHED ASPHALT SURFACES AT THE CONTRACTOR'S EXPENSE. THE FOG SEAL COAT SHALL BE EITHER REJUVENATING AGENT OR ASPHALT EMULSION AS DIRECTED BY THE CITY ENGINEER. 19. ARTERIAL AND COLLECTOR STREET BASE MATERIAL SHALL BE CRUSHED AGGREGATE BASE (CAB) CONFORMING TO SECTION 200-2.2 OF THE „GREENBOOK". BASE MATERIAL FOR LOCAL STREETS SHALL BE CAB OR FINE GRADATION CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200-2.4 OF THE "GREENBOOK.... ... WHICH ALLOWS UP TO 50% OF THE VOLUME TO BE RECLAIMED ASPHALT CONCRETE PORTLAND CEMENT CONCRETE, LEAN CONCRETE BASE, CEMENT TREATED BASE OR A COMBINATION OF THESE MATERIALS. OTHER RECYCLED BASES SHALL NOT BE ALLOWED. AGGREGATE BASE SHALL BE COMPACTED TO A MINIMUM OF 95% OF MAXIMUM DRY DENSITY. 20. PAVING CONTRACTOR SHALL GRADE THE PAVING AREAS TO THE FOLLOWING MODIFIED CALTRANS STANDARD SPECIFICATION SECTION 19-1.03 PER THE CITY OF BAKERSFIELD. IMMEDIATELY PRIOR TO PLACING SUBSEQUENT LAYERS OF MATERIAL THEREON, THE GRADING PLANE SHALL CONFORM TO THE FOLLOWING: A. WHEN ASPHALT CONCRETE OR ASPHALT CONCRETE BASE IS TO BE PLACE ON THE GRADING PLANE, THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.04 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. B. WHEN THE SUBBASE OR BASE MATERIAL (OTHER THAN ASPHALT CONCRETE BASE) IS TO BE PLACE ON THE GRADING PLANE, THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.04 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. 21. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/SUBDIVIDER/CONTRACTOR. THE NUMBER & LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. NOTE: 95% COMPACTION AT LEAST 1' ON EACH SIDE OF CROSS GUTTERS. 22. THE CONTRACTOR SHOULD BE AWARE OF EXISTING SEWER AND STORM DRAIN MANHOLES WITHIN THE ROADWAY. STANDARD NOTES 1. ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS AND SPECIFICATIONS OF THE CITY OF BAKERSFIELD AND CALTRANS STANDARD SPECIFICATIONS. 2. THE FOLLOWING CITY OF BAKERSFIELD STANDARDS SHALL BE CONSIDERED PART OF THESE PLANS: ST -1 STANDARD CURB AND GUTTER ST -2 STANDARD MEDIAN CURBS TYPE "M" ST -6 STANDARD PAVEMENT PATCHES ST -9 STANDARD STREET SPECIFICATIONS ST -13 STANDARD SURVEY MONUMENTS ST -14 STANDARD STREET LIGHT MAST ARM TYPE ST -15 STANDARD SYMMETRICAL CUL-DE-SACS ST -16 STANDARD STREET KNUCKLES ST -19 STANDARD HANDICAP RAMPS D-14 STANDARD CATCH BASIN TYPE "A" D-16 STANDARD GUTTER DEPRESSIONS T-1 STANDARD STREEET SIGN POST STYLE 3. PAVEMENT: PAVING FOR RESIDENTIAL. AND LOCAL STREETS SHALL BE: 0.20' TYPE "B" ASPHALT CONCRETE OVER 0.40' AGGREGATE BASE OVER 0.50' ORIGINAL GROUND. O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. PAVING FOR GOSFORD ROAD (ARTERIAL): 0.45' TYPE "B" ASPHALT CONCRETE OVER 0.60' AGGREGATE BASE OVER 1.45' ORIGINAL GROUND. O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 4. INSTALL STANDARD SURVEY MONUMENT FRAME AND COVER PER CITY OF BAKERSFIELD STD. DWG. ST -13. TO BE INSTALLED EXISTING 5. -all+- 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 C>- INSTALL STANDARD STREET LIGHTS, 5800 LUMEN H.P.S.V. PER C.O.B. STD. ST -23 AND SPECIAL PROVISION 7-86-10. -cam- INSTALL STREET LIGHTS, 9500 LUMEN H.P.S.V. PER C.O.B. STD. ST -23 AND SPECIAL PROVISION 7-86-10. STREET LIGHTS SHALL MATCH THOSE EXISTING IN THE VICINITY. 6. INSTALL TYPE "B" CURB AND GUTTER, PER C.O.B. STANDARD ST -1, ON ALL STREETS UNLESS OTHERWISE NOTED 7. INSTAL_ 4.5' SIDEWALK ON ALL STREETS UNLESS OTHERWISE NOTED. 8. SEWER LATERAL LOCATIONS TO BE STAMPED(S) INTO THE CURB FACE OVER EACH SEWER LATERAL. 9. INSTALL ADDITIONAL # 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 MINIMUM OF 6" THICK. 10. ALL MANHOLE AND LAMPHOLE FRAME AND COVERS SHALL BE SET 1/4- BELOW PAVEMENT GRADE. 11. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED AT LEAST 2 WORKING AL DAYS PRIOR TO CONSTRUCTION. 1,-800-227-2600. M 12. WARNING/REGULATORY SIGNS: SIGN PANELS SHALL BE MOUNTED ON POSTS WITH HAWKINS M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR EQUAL. ROADSIDE SIGNS INSTALLED PER STD. T-19 SHALL BE LOCATED WITHIN SIDEWALK 6" FROM BACK. 13. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPT. FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT-OF-WAY AND INSURANCE SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. 14. AGGREGATE BASE: AGGREGATE BASE MATERIAL FOR ARTERIAL & COLLECTOR ROADWAYS SHALL BE CRUSHED AGGREGATE BASE (CAB) CONFORMING TO SECTION 200-2.2 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION ("GREENBOOK"). AGGREGATE BASE MATERIAL FOR LOCAL ROADWAYS SHALL BE EITHER CAB OR CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200-2.4 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION. AGGREGATE BASE SHALL BE FURNISHED AND PLACED IN ACCORDANCE WITH THE CONTRACT PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION AND THESE DETAILED SPECIFICATIONS. AGGREGATE BASE SHALL BE GRADED TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D-1557. 15. SUBGRADE PREPARATION:' THE CONTRACTOR SHALL FINE GRADE AND COMPACT STREET SUBGRADE IN ACCORDANCE WITH THE CONTRACT PLANS, CITY REQUIREMENTS AND STANDARD SPECIFICATIONS. SUBGRADE SHALL BE GRADED TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D-1557. 16. ANY TRENCHING TO BE CONDUCTED SHALL BE BACKFILLED & COMPACTED PER CITY STANDARD DETAIL ST -22. 17. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. 18. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION WITHIN PUBLIC RIGHT-OF-WAY, THE CITY CONSTRUCTION INSPECTION SHALL BE GIVEN 24 HOURS NOTICE. (661) 326-2049. 19. DUST CONTROL: CONTRACTOR SHALL OBTAIN A COPY OF THE DUST CONTROL PLAN (DCP) FOR THIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A COPY ON SITE AT ALL TIMES. FOR THE DURATION OF CONTRACTOR'S OCCUPANCY OF THE SITE, CONTRACTOR IS REQUIRED TO COMPLY WITH THE PROVISIONS OF SAID PLAN. 20. STORM WATER POLLUTION PREVENTION: CONTRACTOR SHALL OBTAIN A COPY OF THE STORM WATER POLLU11ON PREVENTION PLAN (SWPPP) FOR THIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A COPY ON SITE AT ALL TIMES. FOR THE DURATION OF CONTRACTOR'S OCCUPANCY OF THE SITE, CONTRACTOR IS REQUIRED TO COMPLY WITH PROVISIONS OF SAID PLAN. 21. STREET LIGHT LUMINAIRES ARE TO BE LED AS SPECIFIED N C.O.B. SPECIAL PROVISIONS SECTION SP7-86.01 OR AN EQUIVALENT AS APPROVED BY THE IT CITY ENGINEER. 22. CONTRACTOR SHALL COORDINATE WITH LANDSCAPE CONTRACTOR TO INSTALL CONDUITS PRIOR TO PAVING. 23. INSTALL W-31(CA) SIGN WITH OM4-3 MARKER AT THE PHASE BOUNDARY WITHIN THE TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED SIMULTANEOUSLY. REMOVE R'S AND SALVAGE THE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. 24. SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. ® FURNISH & INSTAL_ SURVEY MONUMENT PER C.O.B. STD. ST -13. EXISTING SURVEY MONUMENT FURNISH & INSTALL STREET SIGN PER C.O.B. SID. T-1. --' P (ACHECO ROAD 23 �., [20 1 PROJEC T --� FAIRVIEW ROAD 21 11SI24PANAMA LAN 19 29 2IBER,�SHIR E 70 0 26 F-30 McCUTCHEN ROAD 0 25 HOSK NG 0 0 0 35 36=31 0 33 x 34 McKEE I ROAD GREENFIELD TAF HWY. PUMPKIN 719 3 U) [6 1 cn (_S 5 Q 4 a CURNOW Y 2 � Q CIO O 9 z 8 c7 10 c 11 12 7 VICINITY MAP NO SCALE CITY OF BAKERSFIELD KERN. COUNTY CALIFORNIA STREET CONSTRUCTION PLANS�,�,4-,-'�, FOR iSTING T NTATIV T ACTNO.761 HAS S1T0 LOT "A" LOT "B" L.L.A. NO. 14-0228 6 L.L.A. N0. 14-0228 - - - -r i 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 9 � I 40 3938 37 36 35 34 33 32 31 30 29 28 27 26 1 ..... N 1 7 1 fill w� 1 ! i a ! ! ! .L .... _ 0 o 6 1 ; i til 1 1 i ...: _.1_.. _ `._ . „ M. 1 ¢ z 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 N 4 1E7wAE O. - !� O 29 28 27 26 25 24 I 23 22 21 20 19 18 17 16 I } 7 41 42 43 1 2 3 4 ( 5 6 7 g g 10 11 1 12 I IO 44 O 22 21 20 19 18 17 I 16 15 14 13 I SUMP 7 i I 2 3 4 5 6 7 8 9 10 11 12 13 14 1 A 1 NN I� O 27 26 25 24 23 22 !!4 21 20 19 18 17 16 15 I I �.w SHEET NUMBER P14AS E 5 a KEY MAP SCALE: 1" = 200' NOTE: TEMPORARY FLOWAGE &DRAINAGE BLANKET EASEMENT FOR ENTIRE SITE PER DOC # 217174003 LIST OF MATERIALS INDEX OF SHEETS SHEET TITLE 1. TITLE SHEET 2. BANDELIER DRIVE 3. BRISTOL SPRING AVENUE 4. CANYON TRAIL AVENUE 5. LINDEN TREE AVENUE & AGGREGATE BASE, CLASS 2 WIND CAVE WAY 6. GOSFORD ROAD & WYNNFIELD 572 LAKES LANE 7. WHITE FISH WAY, EAGLE PASS CY WAY, & MISTY WATER WAY 8. CREEK BEND DRIVE & JOSHUA 993 TREE WAY 9. GOSFORD ROAD - STRIPING PLAN 11 a PHASE 1 40 PHASE 2 30 PHASE 3 28 PHASE 4 28 TOTAL: 126 ITEM DESCRIPTION UNIT PHASE 1 PHASE 2 PHASE 3 PHASE 4 TOTAL A.C. PAVING TNS 2744 682 560 777 4763 AGGREGATE BASE, CLASS 2 CY 2285 697 572 794 4348 ROADWAY EX./SUBGRADE PREP CY 4066 871 715 993 6645 6" CURB & GUTTER LF 5178 2467 1937 2761 12343 SIDEWALK (4" THICK) SF 25780 11702 8786 12481 58750 DRIVEWAYS (6" THICK) SF 4540 3150 2325 3045 13060 HANDICAP RAMPS (ADA/TITLE 241CALTRANS) EA 10 4 4 4 22 STREET NAME SIGNS EA 10 4 4 5 23 TRAFFIC CONTROL SIGNS EA 1 - - - 1 STREET LIGHTS - COB STANDARD EA 8 3 3 4 18 SURVEY MONUMENT & ENCASEMENT EA 8 3 3 4 18 INTERCONNECT CONDUIT PULL -BOX EA 4 - - - 4 TRAFFIC SIGNAL INTERCONNECT CONDUIT LF 957 - - - 957 STRIPING (DETAIL 22 - DOUBLE YELLOW) LF 881 - - - 881 STRIPING (DETAIL 38 - CHANNELIZING LINE) LF 634 - - - 634 SAW CUT LF 960 - - - 960 FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. ABBREVIATIONS LOCAL STREET FRONTAGE 6375 LF FL FLOW LINE PovC ARTERIAL STREET FRONTAGE 955 LF -o-- FURNISH & INSTALL STREET UGHT--5800 LUMEN PER C.O.B. STD. ST-14.CL CENTERLINE BVC PANT %m VERTICAL CURW� BEGIN VERTICAL CURVE - D FURNISH & INSTALL STREET UGHT-951X} LUMEN PER C.O.B. STD. ST -14. El BCR ELEVATION BEGIN CURB RETURN EVC PI END VERTICAL CURVE POINT � INTERSECTION R1-1 FURNISH & INSTALL TRAFFIC SMS PER C.O.B. STD. T-19: ECR BC END CURB RETURN BEGIN CURVE PRC POINT OF REVERSE CURVATURE PCC "R1-1" - STOP PIVC POINT OF INTERSECTION POINT OF COMPOUND CURVATURE TC "R26(CA)" - NO PARKING ANYTIME OFVERTICAL- CURVE TOP OF CURB T' 'R3-7" - RIGHT LANE MUST TURN RIGHT TOP OF PAVEMENT :WN31(CA)" - END FC FINISH CONCRETE WL4-1 -DEAD END- "W14-2" - SAWCUT - NO OUTLET STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS IR FURNISH & INSTALL IRRIGATION CONDUIT ® STORM DRAIN. MANHOLE -REFER TO SEWER &STORM DRAIN PLANS Ic FURNISH & INSTALL INTERCONNECT CONDUIT T83 Tis TR,6 FURNISH & IN TALL SPLICE BOX FOR INTERCONNECT cStr CATCH BASIN - REFER TO SEINER & STORM DRAIN PLANS. TR3=N0. 3 i%S2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE O CURVE NUMBER FOR CURVE DESCRIPTION SEWER - REFER TO SEWER & STORM DRAIN PLANS Q ITEM OF WORK - SEE SCHEDULE SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. 0 TAPER DATA - SEE TABLE 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. Al MONUM04T DESCRIPTION - SEE TABLE CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS O EASEMENT LEGEND - SEE TABLE PER C.O.B. STD. ST 4. (UNLESS OTHERWISE NOTED) PHASE BOUNDARY SECTION LETTER PROPOSED EDGE OF PAVEMENT` _ _.._ _ _ _ _A SECTION DESIGNATION - CENTERLINE SHEET WHERE 2 - - - - ----- - - -- TRACT BOUNDARY SECTION IS SHOYM TYPICAL CATCH BASIN LOCATION AT CURB RETURN N.T.S. 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 NTH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED. 2, ANY FACILITY 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 RIND 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 SHALL BE CORRECTED DURING CONSTRUCTION AND SUCH CORRECTIONS WILL BE REFLECTED ON CORRECTED PLANS SUBMITTED TO THE CITY ENGINEER. APPROVED 44YU. R'OGf4Y A. cINTOSH R.C.E. 33322 DATE EXP. 6-30-20 IN ACCORDANCE WITH THE CONDITIONS OF THE VESTING TENTATIVE MAP, THE IMPROVEMENT PLANS HAVE BEEN REVIEWED BY THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT. r-- 'AIIIII� XNt�Ile APPROVED BY: NICOLAS FIDLER PUBLIC WORKS DIRECTOR DATE R.C.E. NO. 61069 EXP. 12-31-18 REVIEWED BY: STUART J. PATTESON, DATE ASSISTANT PUBLIC WORKS DIRECTOR R.C.E. NO. 44898 EXP. 3-21-20 CITY OF BAKERSFIELD REVIEWED BY: g 19 TRAFFIC ENGINEER BASIS OF BEARINGS: THE BEARING OF N 8805735" E SHOWN FOR THE NORTH LINE OF THE NORTHWEST QUARTER OF SECTION 28, T. 30 S., R. 27 E. ON K.C.S. FILED MAP NO. 7-1 BOOK 6, PAGE 26 WAS USED AS THE BASIS OF BEARINGS SHOWN HEREON. BENCHMARK USED: TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE CENTERLINE INTERSECTION OF RELIANCE DRIVE AND FIREBAUGH STREET. ELEVATION = 356.735' (PER PER TRACT NO. 5845 PHASES A -D, MON. ELEV. MAP) [U.S.G.S. DATUM] PROJECT AREA: 32.68 ACRES Know what's below. 0111 before you dig. CURVE TABLE. CURVE RADIUS LENGTH TANGENT DELTA 1 84.00' 197.71' 202.08' 134'51'24" 2 35.00' 13.70' 6.94' 22'2542" 3 35.00' 54:98' 35.00' 90'0 OV 4 20.00' 31.42' 20.00' 90WOO 0 42.00' 248.32' 22.74' 303'07'34" R/W r•- 1 5' GOSFORD ROAD SEE SHEET 6 I '■®,. I N I 1! I !I I II ! ■ II I■II I 11 I ®II I I! I■!I ! I! I! !■I! I ®,I ■tl (m'•) lily I I! I II GOSFORD ROAD SEE SHEET 6 - --- ----- - - 30' 5' 20' 20' 5' LEGEND (CONT.): CON STRU CTI ON NOTES: Z ABBREVIATIONS Z 5 .0' FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: @ CURVE NUMBER FOR CURVE DESCRIPTION 1 OJj O � POVC POINT ON VERTICAL CURVE tL � ® ITEM OF WORK -SEE SCHEDULE tL CONSTRUCT 4.5' (LOCAL STREETS) R/W 5' 1 PROPOSED TYPE "B' 0.20' A.C. PAVING-' CURB & GUTTER 0.40' AGG. BASE 0.50' COMPACTED O.G. TO PROPOSED TYPE 'B" 957. RELATIVE DENSITY CURB & GUTTER T.I. 4.5 LOCAL STREET "R" VALUE 78 TYPICAL SECTION A SCALE: 1' = 10' (HORIZ) 2 LOT"A$$ L.L.A. No. 14-0228 (TYP•) 7 �0 1 _jI 1 1 1 1 n w 00 1 0 1 1 1 1 1-j W Z i ® ' Co 16 00 N C1 I CREEK BEND DRIVE SEE SHEET 8 366 364 362 360 358 356 354 352 350 348 346 366 364 362 360 358 356 354 352 350 348 "NFIELD LAKES WAY SEE SHEETIS !!■� F IR P ■■I1C41 ■ ■m■ Im ■ ■■■� ■ ■ ■�.� ■ ■ �o ® o - - - - STA. 10+00.,00 C.L. TO 20+94.39 C.L. SCALE: 1 = 50 HORIZONTAL 1" 5' VERTICAL LOT "B" L.L.A. No. 14-0228 TII I i FISH WAY SHEET 7 ■ n■■ ■■■■�■■■ ■■®■■ LO >¢ ■■®■■i■■■■■■®■■® ■®■.®a n 0 S !1 t„rc s 8 S SE 2 a o Nh a N Q: U O � M M of Z a)++ as Q� �NN QQQ 05WW • N88'59'36"W SWALL�-, 50 00 ' 1 I a � +00 7 / 0 TEMP TURNAROUND a14 EASEMENT PER DOC.#217115298 346 10+7511+00 12+00 13+00 14+00 19+00 20+00 366 364 362 360 358 356 354 352 350 348 -� 346 21+00 O LEGEND (CONT.: LEGEND (CONT.): CON STRU CTI ON NOTES: ABBREVIATIONS - h 5 .0' FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: @ CURVE NUMBER FOR CURVE DESCRIPTION 1 10 FL FLOWLINE POVC POINT ON VERTICAL CURVE zo ® ITEM OF WORK -SEE SCHEDULE 2 CONSTRUCT 4.5' (LOCAL STREETS) CL CENTERLINE BVC BEGIN VERTICAL CURVE 'R3 -7R" - RIGHT LANE MUST TURN RGHT 'W31(CA)' - END COMBINATION SIDEWALK PER C.O.B. STD ST -5. M M ELEV ELEVATION B.C.R. BEGIN CURB RETURN EVC Pl END VERTICAL CURVE POINT OF INTERSECTION - - o STORM DRAIN -REFER TO SEWER &STORM DRAIN PIANS O TAPER NUMBER - SEE TABLE O INSTALL STREET SIMV PER C.O.B. STANDARD DETAIL T-1. " N CURVE toi M to M n, � N M /--PIPE SIZE Q CONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PLAN M M CV M$ PCC POINT OF COMPOUND CURVATURE ® STORM DRAIN MANHOLE -REFER TO &STORM DRAIN PLANS 4'W UTILITY: W -WATER D -DRAIN R.S.P. A88A, 2002 RSP CASE W. 50' 25' O' 50' 100' •�' M EC END CURVE PIVC POINT OF INTERSECTION TC TP TOP OF CURB TOP OF PAVEMENT 1`5tr CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. G -GAS IR -IRRIGATION S -SEWER 5 CONSTRUCT 6' BLOCK WALL PER `WALL CONSTRUCTION PLANS. OF VERTICAL CURVE GB GRADE BREAK 6 SAWCUT EXISTING E.P. PER RESPECTIVE STREET. SECTION OR AS P.O.C. POINT ON CURVE R/W RIGHT-OF-WAY S SEWER -REFER TO SEWER &STORM DRAIN PIANS NOTE15. I DIRECTED BY ENGINEER. OD P/L PROPERTY UNE O•. ANGLE POINT ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN 11 A INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN E.P. EDGE OF PAVEMENT C/G CURB AND GUTTER co M A73C WITH W-31(CA) SIGN AT PHASE/TRACT BOUNDARY. REMOVE ■ ■� T.O.S. TOP OF SUMP" SEWER CLEANOUT -REFER TO SEWER &STORM DRAIN PLANS. " 2. LOCAL STREETS -PAVEMENT TO BE 0.20 TYPE B A.C. AND SALVAGE SIGN WITH THE CONSTRUCTION OF ADJACENT PHASE. cV pOp cV nj MLn W OVER 0.40' AGGREGATE BASE OVER 0.50' O.G. TO BE ® CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH PER Q EXISTING SURVEY MONUMENT Pte• M to Z �WW� C.O.B. STD. DET. ST -7 ON SHEET 8. W J _.J �.Je- 3. GOSFORD ROAD - PAVEMENT TO BE 0.45. � TYPE A* A.C. O >:W�>+•� � -�- FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. TRACT BOUNDARY J W STANDARD SPECIFICATION PTH-02AL.KYD. M W BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 9 EXISTING UTILITY POLE TO BE RELATED. Z + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. M 4. ALL CATCH BASINS TO BE TYPE "A' WITH 3.5' OPENINGS > STREET PER ST _ CENTERLINE WZ 11 CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST-5(COLLECTORS/ARTERIALS) , Know what's below. Z J W A �l tt) Z Wlu 5. ALL POWER POLES TO BE RELOCATED UNDERGROUND. COORDINATE APPLICATION OF RELOCATION WITH CITY. 12 INSTALL TYPE F FLEXIBLE POST CLASS 1 DELINEATOR PER CALTRANS STANDARD PLAN A73C. Cal I before dig. -�- FURNISH &INSTAR STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. W J till you J a= WUA 'M� SECTION LETTER BOUNDARY WITHIN THE TRACT IF ADJACENT PHASE IS NOT 13 CONSTRUCT TYPE FORMED MEDIAN CURB PER C.O.B. STD. DET. ST -18. ca i - O aj A CONSTRUCTED SIMULTANEOUSLY. REMOVE AND SALVAGE THE cm Z 1 1- 7 2 61 Ph O M o 4 -. - - - -SEC11ON DESIGNATION SIMV WITH CONSTRUCTION OF ADJACENT PHASE. g !' o o . - O SHEET *0& E v¢ = z O PER C.O.B. STD. DET. T-33. m taJO N}. ti LTJ �p rt'd" N M O + O C tri W im}. Q e- 11.E .- 01 Q W O O O Z ttn APPROXIMATE EXISTING GR D APPROXIMATE EXISTING GROUNDc� v �? ^ z o W c� �"�- v % �' ¢ a �' APP OXIMATE STING (ROUND v .Q APPROXIMATE. EXISTIN GRAND mN o ujN w v~i Q �� L" cn C6 VI 41 W m W ttl CJ) C� N 0 W J.-- U N - - - - - - - - -- - -- -- Z� W - L_ 3.42' L = 3142'- L - 1.42' L = 1.42' `- -- - -- -- - -- -- - - - -- -- -- - -- - .25 = S=101 _- .57� _ �, H rn rn N N o N to LO M O O � rrj M W L>�i W W �_PROPOSED CL CAT BASIN 0. 3 W W w TOFL WLINE=0.50 . >Wj > ; > > > S=-0.4 STA. 14 25.00, RL W NORMAL F.L. .= 352. a, a. W 4 W 4 LAJ © d •4 W 4 ELEV. 308W INV. 18" N 346 10+7511+00 12+00 13+00 14+00 19+00 20+00 366 364 362 360 358 356 354 352 350 348 -� 346 21+00 10+50 11+00 12+00 13+00 14+00 • ii 17+00 366 364 362 360 358 356 354 352 350 348 'ZAP- 19+00 4fi19+00 20+00 21+00 LEGEND: LEGEND (CONT.: LEGEND (CONT.): CON STRU CTI ON NOTES: ABBREVIATIONS 5 .0' FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: @ CURVE NUMBER FOR CURVE DESCRIPTION 1 CONSTRUCT TYPE 'B" CURB & GUTTER PER C.O.B. STD ST -1. FL FLOWLINE POVC POINT ON VERTICAL CURVE "R1-1' - STOP "R26(CA)" - NO PARKING ANYTIME ® ITEM OF WORK -SEE SCHEDULE 2 CONSTRUCT 4.5' (LOCAL STREETS) CL CENTERLINE BVC BEGIN VERTICAL CURVE 'R3 -7R" - RIGHT LANE MUST TURN RGHT 'W31(CA)' - END COMBINATION SIDEWALK PER C.O.B. STD ST -5. ELEV ELEVATION B.C.R. BEGIN CURB RETURN EVC Pl END VERTICAL CURVE POINT OF INTERSECTION - - o STORM DRAIN -REFER TO SEWER &STORM DRAIN PIANS O TAPER NUMBER - SEE TABLE O INSTALL STREET SIMV PER C.O.B. STANDARD DETAIL T-1. " VERT. CURVE POINT OF REVERSE CURVATURE /--PIPE SIZE Q CONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PLAN SCALE: 1 = 50' BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE ® STORM DRAIN MANHOLE -REFER TO &STORM DRAIN PLANS 4'W UTILITY: W -WATER D -DRAIN R.S.P. A88A, 2002 RSP CASE W. 50' 25' O' 50' 100' EC END CURVE PIVC POINT OF INTERSECTION TC TP TOP OF CURB TOP OF PAVEMENT 1`5tr CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. G -GAS IR -IRRIGATION S -SEWER 5 CONSTRUCT 6' BLOCK WALL PER `WALL CONSTRUCTION PLANS. OF VERTICAL CURVE GB GRADE BREAK 6 SAWCUT EXISTING E.P. PER RESPECTIVE STREET. SECTION OR AS P.O.C. POINT ON CURVE R/W RIGHT-OF-WAY S SEWER -REFER TO SEWER &STORM DRAIN PIANS NOTE15. I DIRECTED BY ENGINEER. P/L PROPERTY UNE O•. ANGLE POINT ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN �7 INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN E.P. EDGE OF PAVEMENT C/G CURB AND GUTTER co M A73C WITH W-31(CA) SIGN AT PHASE/TRACT BOUNDARY. REMOVE ■ ■� T.O.S. TOP OF SUMP" SEWER CLEANOUT -REFER TO SEWER &STORM DRAIN PLANS. " 2. LOCAL STREETS -PAVEMENT TO BE 0.20 TYPE B A.C. AND SALVAGE SIGN WITH THE CONSTRUCTION OF ADJACENT PHASE. cV pOp cV nj MLn OVER 0.40' AGGREGATE BASE OVER 0.50' O.G. TO BE ® CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH PER Q EXISTING SURVEY MONUMENT Pte• M to CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS -ST-7. COMPACTED TO 9591, RELATIVE DENSITY PER C.O.B. STD. ST -9. C.O.B. STD. DET. ST -7 ON SHEET 8. PER C.O.B. STD. (UNLESS OTHERWISE NOTED) 3. GOSFORD ROAD - PAVEMENT TO BE 0.45. � TYPE A* A.C. O >:W�>+•� � -�- FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. TRACT BOUNDARY OVER 0.60' AGGREGATE BASE OVER 1.45' COMPACTED O.G. TO STANDARD SPECIFICATION PTH-02AL.KYD. M W BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 9 EXISTING UTILITY POLE TO BE RELATED. + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. M 4. ALL CATCH BASINS TO BE TYPE "A' WITH 3.5' OPENINGS > STREET PER ST _ CENTERLINE PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 11 CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST-5(COLLECTORS/ARTERIALS) , Know what's below. Z J C.O.B. STD. -14. A �l EDGE OF PAVEMENT 5. ALL POWER POLES TO BE RELOCATED UNDERGROUND. COORDINATE APPLICATION OF RELOCATION WITH CITY. 12 INSTALL TYPE F FLEXIBLE POST CLASS 1 DELINEATOR PER CALTRANS STANDARD PLAN A73C. Cal I before dig. -�- FURNISH &INSTAR STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. W J till you J INTERCONNECT CONDUIT WUA 'M� SECTION LETTER BOUNDARY WITHIN THE TRACT IF ADJACENT PHASE IS NOT 13 CONSTRUCT TYPE FORMED MEDIAN CURB PER C.O.B. STD. DET. ST -18. ca i - O A CONSTRUCTED SIMULTANEOUSLY. REMOVE AND SALVAGE THE 1 1- 7 2 61 Ph O M o 4 -. - - - -SEC11ON DESIGNATION SIMV WITH CONSTRUCTION OF ADJACENT PHASE. g !' o o . - SHEET *0& E v¢ = z O PER C.O.B. STD. DET. T-33. SECTION IS MOWN O + O C tri W im}. .- 01 O prj CO tp ttn APPROXIMATE EXISTING GR D �-? v �? ^ . � M M . % APP OXIMATE STING (ROUND v .Q mN >•aC> ujN Q �� L" ZQ J.-- - - - - - - - - -- - -- -- - - L_ 3.42' L = 3142'- -- = _ �, to LO M M W L>�i W W CL CAT BASIN 0. 3 W W w STA. 14 25.00, RL NORMAL F.L. .= 352. a, a. ELEV. 308W INV. 18" N 10+50 11+00 12+00 13+00 14+00 • ii 17+00 366 364 362 360 358 356 354 352 350 348 'ZAP- 19+00 4fi19+00 20+00 21+00 LEGEND: LEGEND (CONT.: LEGEND (CONT.): CON STRU CTI ON NOTES: ABBREVIATIONS R1-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: @ CURVE NUMBER FOR CURVE DESCRIPTION 1 CONSTRUCT TYPE 'B" CURB & GUTTER PER C.O.B. STD ST -1. FL FLOWLINE POVC POINT ON VERTICAL CURVE "R1-1' - STOP "R26(CA)" - NO PARKING ANYTIME ® ITEM OF WORK -SEE SCHEDULE 2 CONSTRUCT 4.5' (LOCAL STREETS) CL CENTERLINE BVC BEGIN VERTICAL CURVE 'R3 -7R" - RIGHT LANE MUST TURN RGHT 'W31(CA)' - END COMBINATION SIDEWALK PER C.O.B. STD ST -5. ELEV ELEVATION B.C.R. BEGIN CURB RETURN EVC Pl END VERTICAL CURVE POINT OF INTERSECTION - - o STORM DRAIN -REFER TO SEWER &STORM DRAIN PIANS O TAPER NUMBER - SEE TABLE O INSTALL STREET SIMV PER C.O.B. STANDARD DETAIL T-1. " E.C.R. END CURB RETURN PRC POINT OF REVERSE CURVATURE /--PIPE SIZE Q CONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PLAN SCALE: 1 = 50' BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE ® STORM DRAIN MANHOLE -REFER TO &STORM DRAIN PLANS 4'W UTILITY: W -WATER D -DRAIN R.S.P. A88A, 2002 RSP CASE W. 50' 25' O' 50' 100' EC END CURVE PIVC POINT OF INTERSECTION TC TP TOP OF CURB TOP OF PAVEMENT 1`5tr CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. G -GAS IR -IRRIGATION S -SEWER 5 CONSTRUCT 6' BLOCK WALL PER `WALL CONSTRUCTION PLANS. OF VERTICAL CURVE GB GRADE BREAK 6 SAWCUT EXISTING E.P. PER RESPECTIVE STREET. SECTION OR AS P.O.C. POINT ON CURVE R/W RIGHT-OF-WAY S SEWER -REFER TO SEWER &STORM DRAIN PIANS NOTE15. I DIRECTED BY ENGINEER. P/L PROPERTY UNE A.P. ANGLE POINT ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN �7 INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN E.P. EDGE OF PAVEMENT C/G CURB AND GUTTER AND SEWER DETAILS. A73C WITH W-31(CA) SIGN AT PHASE/TRACT BOUNDARY. REMOVE ■ ■� T.O.S. TOP OF SUMP" SEWER CLEANOUT -REFER TO SEWER &STORM DRAIN PLANS. " 2. LOCAL STREETS -PAVEMENT TO BE 0.20 TYPE B A.C. AND SALVAGE SIGN WITH THE CONSTRUCTION OF ADJACENT PHASE. FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. OVER 0.40' AGGREGATE BASE OVER 0.50' O.G. TO BE ® CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH PER Q EXISTING SURVEY MONUMENT � ` � "� CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS -ST-7. COMPACTED TO 9591, RELATIVE DENSITY PER C.O.B. STD. ST -9. C.O.B. STD. DET. ST -7 ON SHEET 8. PER C.O.B. STD. (UNLESS OTHERWISE NOTED) 3. GOSFORD ROAD - PAVEMENT TO BE 0.45. � TYPE A* A.C. O PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS � -�- FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. TRACT BOUNDARY OVER 0.60' AGGREGATE BASE OVER 1.45' COMPACTED O.G. TO STANDARD SPECIFICATION PTH-02AL.KYD. BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 9 EXISTING UTILITY POLE TO BE RELATED. + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. PHASE BOUNDARY 4. ALL CATCH BASINS TO BE TYPE "A' WITH 3.5' OPENINGS STREET PER ST _ CENTERLINE PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 11 CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST-5(COLLECTORS/ARTERIALS) , Know what's below. -c�- FURNISH &INSTALL LIGHT -5800 LUMEN C.O.B. STD. -14. A �l EDGE OF PAVEMENT 5. ALL POWER POLES TO BE RELOCATED UNDERGROUND. COORDINATE APPLICATION OF RELOCATION WITH CITY. 12 INSTALL TYPE F FLEXIBLE POST CLASS 1 DELINEATOR PER CALTRANS STANDARD PLAN A73C. Cal I before dig. -�- FURNISH &INSTAR STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. you �� INTERCONNECT CONDUIT 6. INSTALL W-31(CA) SIGN WITH OIN4-3 MARKER AT THE PHASE 'M� SECTION LETTER BOUNDARY WITHIN THE TRACT IF ADJACENT PHASE IS NOT 13 CONSTRUCT TYPE FORMED MEDIAN CURB PER C.O.B. STD. DET. ST -18. A CONSTRUCTED SIMULTANEOUSLY. REMOVE AND SALVAGE THE 1 1- 7 2 61 Ph 1 4 -. - - - -SEC11ON DESIGNATION SIMV WITH CONSTRUCTION OF ADJACENT PHASE. 14 FURNISH & INSTALL INTERCONNECT CONDUIT & PULL BOXES PER . - SHEET *0& E 2 PER C.O.B. STD. DET. T-33. SECTION IS MOWN CITY RECORDS NO: i. I I EX. GOSFORD ROAD SEE SHEET 6 I �) I II I II � II I II I li I II I (I i II II • I II `...,Q I II N --I I II 10- I I U_j II <C II Z� 11 zz II O Uj II N 0 II I I hI III III III III III III III III III SII GOSFORD ROAD SEE SHEET 6 (TYP.) L 9 0 3 0� SCALE: N.T.S. CREEK BEND DRIVE WHITE FISH WAY SEE SHEET 8 SEE SHEET 7 CREEK BEND DRIVE EAGLE PASS WAY SEE SHEET 8 SEE SHEET 7 AVENUE - STA. 10+00.00 C.L. TO 20+80.00 C.L. SCALE: 1" = 50' HORIZONTAL L 1" = 5' VERTICAL 366 364 362 360 358 356 354 352 350 348 3 Ln n T_ N O J o J f\ W N ' ` C3 U_ 0 oo-m m n Q Z 8 001*- 0- m N Co afQ--H • to to 1000 N88'59'36"W SWALE 50.00' 7 7 1 TEMP TURNAROUND "' EASEMENT PER DOC.# 217115299 .J _j �CJ� Dorn M±+ N N i c~n cn CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 20.00' 31.42' 20.00' 90'00'00" O 42.00' 248.34' 22.74' 303'07'34" N W Uj W W 50.0 ' a Q T. RVE IIIIIIIIII M CL O ^ � i tr co 01.W M M to tto II,. 00 N Lin M M 11 y M Z M � M CD z J Z J ttiLLI st LO d0• + Z 0 st ^ s}• vi m t`h 4 � J n � �-- _! WLf, M M n tV• ^ Q M Zffi OCc> N tI] �' 4j r to C1 CV �? > a tx F- C) >' • > d a g w APPROXIMATE EXISTING GROUND o a 0) o W W W W ltd N C� to Z W W W to L = 1.42' i a M O M Oap �+y s=-O.z % S=0.37% ct s=o. a=U.s% -APPROXIMATE STING GROUND .- ¢ v t` i to '� ' .- a m W APPROXI TE EXISTING GROU D M Ni' Lc) (:> M M o N a t� ltJ LLj to PROPOSE)NORTH OWLINE to N >: 4j PHASE OUNDAR PR OSED N TH FLO NE CATCH BASIN NO. 6UJ W to M M -- M M -- S -0.25% - __ -- _ -- --- -- -- - __ _ -- ,J W W _ 6' -- -- - -- --cr,-- - -- .__-- - 15+ 0.00, F.L - - - w �? -- w �) - -0.25 STA. 10. 30.00, EV. 353. = L = 1.42' s J J a^ocMor\ J J S=- .50% S=0 % 5=0.37 0 JTA. EPRESSE F.L =352. ' a a a a LA t'')n O N ELEV. 347.80' INV. 18" S a PHASE BOU WARY n C-4 C-4 C-4PRO OSED SOUTH FLO NE w W w S. 46 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 366 364 362 360 358 356 354 352 350 348 346 10+00 • it 20+00 366 364 362 360 358 356 354 352 350 348 346 21+00 %N ,. Uj W W Q IIIIIIIIII CL i co 01.W M tV N Lin M M M M M � J ttiLLI Z J _! C1 0) o W W M d+„ �+y W z ct d a_ a -APPROXIMATE STING GROUND .- ¢ v � c 3-� .- a m W APPROXI TE EXISTING GROU D o N a t� ltJ LLj to to N m 4j to .Z W to L= 1.42' ' -- - - -- - - - __ -- _ -- --- -- -- - __ _ -- - -- -- - -- --cr,-- - -- .__-- - - - - - -- _- -- - - -0.25 = L = 1.42' a^ocMor\ S=- .50% S=0 % 5=0.37 0 t'')n O N PHASE BOU WARY n C-4 C-4 C-4PRO OSED SOUTH FLO NE w W w S. M M M M M 10+30.00, ELEV, 353.80' 4 W W W W d 4 4 4 11+00 12+00 13+00 14+00 15+00 16+00 366 364 362 360 358 356 354 352 350 348 346 19+00 - 20+00 21+0_0_ LEGEND: LEGEND (CONT.).- LEGEND D (CONT.).- CONSTRU�ON NOTES: R1-1 ABBREVIA11ONS FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: Q CURVE NUMBER FOR CURVE DESCRIPTION O CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1. FL FLOWLINE POVC POINT ON VERTICAL CURVE "R1-1' - STOP "R26(CA)" - NO PARKING ANYTIME CONSTRUCT 4.5' (LOCAL STREETS) CL CENTERLINE BVC BEGIN VERTICAL CURVE "R3 -7R" - RIGHT LANE MUST TURN RGHT "W31(CA)" - END ® ITEM t WORK -SEE SCHEDULE COMBINATION SIDEWALK PER C.O.B. STD ST -5. REV ELEVATION EVC END VERTICAL CURVE 1O TAPER NUMBER - SEE TABLE INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. B.C.R. BEGIN CURB RETURN PI POINT OF INTERSEC11ON - - o STORM DRAIN -- REFER TO &STORM DRAIN PLANS E.C.R. END CURB RETURN PRC POINT OF REVERSE CURVATURESTORMSIZE ® CONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PLAN SCALE: 1 " = 50' BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE ® STORM DRAIN MANHOLE -- REFER TO SEWER &STORM DRAIN PLANS 4 W UTILITY: W -WATER D -DRAIN R.S.P. A88A, 2002 RSP CASE *A". EC END CURVE TC TOP OF CURB G_GAS IR -IRRIGATION O CONSTRUCT 6' BLOCK WALL PER WALL CONSTRUCTION PLANS. 50' 25' O' 50' 100' PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. S SEWIIf£R OF VERTICAL CURVE GB GRADE BREAK © SAWCUT EXISTING E.P. PER RESPECTIVE STREET SECTION OR AS P.O.C. POINT ON CURVE R/W RIGHT--OF-WAY S SEWER REFER TO SEWER &STORM DRAIN PLANS Sj• DIRECTED BY ENGINEER. PA PROPERTY LINE A.P. ANGLE POINT ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN � INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN E.P. EDGE OF PAVEMENT C/G CURB AND GUTTER AND SEWER DETAILS. A73C WITH W-31(CA) SIGN AT PHASE/TRACT BOUNDARY. REMOVE T.O.S. TOP OF SUMP ® " " AND SALVAGE SIGN WITH THE CONSTRUCTION OF ADJACENT PHASE. SEWER CLEANOUT -REFER TO SEWER &STORM DRAIN PLANS. 2. LOCAL STREETS -PAVEMENT. TO BE 0.20 TYPE B A.C. ® FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. OVER 0.40' AGGREGATE BASE OVER 0.50' O.G. TO BE ® CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH PER EXISTING SURVEY MONUMENT 77h CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. C.O.B. STD. DET. ST -7 ON SHEET 8. PER C.O.B. STD. ST -7. (UNLESS OTHERWISE NOTED) 3. GOSFORD ROAD - PAVEMENT TO BE 0.45' TYPE "A" A.C. Q PAINT 12" LIMIT UNE USING THERMOPLASTIC PAINT PER CALTRANS - - FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. ® ■ ■ ® ■ ■ ®■ ■ ® TRACT BOUNDARY OVER 0.60 AGGREGATE BASE OVER 1.45 COMPACTED O.G. TO STANDARD SPECIFICATION PTH-62ALKYD. BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. PHASE BOUNDARY i0 EXISTING UTILITY POLE TO BE RELOCATED. FURNISH & INSTALL METRO STREET AGN PER C.O.B. STD. T-1. a��� ��n�-��-�- ����a--����a-���a���� �� -a�� Z-��= 4. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS - - CENTERLINE PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 11 CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST-5(COLLECTORS/ARTERIALS) - - FURNISH &INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. f/ �/ 5. ALL POWER POLES TO BE RELOCATED UNDERGROUND. T 2 INSTALL TYPE F FLEXIBLE POST CLASS 1 DELINEATOR PER Know what's below. EDGE OF PAVEMENT COORDINATE APPLICATION OF RELOCATION WITH CITY. CALTRANS STANDARD PLAN A73C. -fl-- FURNISH &INSTALL STREET LIGHT --9500 LUMEN PER C.O.B. STD. ST -14. ic INTERCONNECT CONDUIT 6. INSTALL W-31(CA) St{�V NTH OM4-3 MARKER AT THE PHA " „ Cal I before y®ISI dig. SEC11ON LETTER BOUNDARY WITHIN THE TRACT IF ADJACENT PHASE IS NOT 13 CONSTRUCT TYPE M FORMED MEDIAN CURB PER C.O.B. p CONSTRUCTED SIMULTANEOUSLY. REMOVE AND SALVAGE THESTD. DET. ST -18. SECTION DESIGNATION SIGN WITH CONSTRUCTION OF ADJACENT PHASE.���� i 4 FURNISH &INSTAR INTERCONNECT CONDUIT &PULL BOXES PER 1. 1-7261 P 1 - 4 PER C.O.B. STD. DET. T-33. SECTION IS SHOW W IIIIIIIIII CURVE TABLE SEE SHEET 6 LENGTH TANGENT DELTA J, 20.00' II( O 2 II II I s 29.79' 89'3532" II I a 47.34' O III W Uri N III °° o � CLZ�I `< cn R I w 197.06' N ._j , � 1 TC TOP OF CURB c� ck PIVC POINT OF INTERSECTION �4� Z ry I 1 I LNe8'S9' - Z z 3 li o ;Q '© R/W 0� g IR CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 1 20.00' 31.42' 20.00' 90'00'00" 2 30.00' 46.91' 29.79' 89'3532" 3 30.00' 47.34' 30.21' 90'24'28'° 4 35.00' 27A S 14.29' 44'24'57" O 42.00' 197.06' 42.87 268'4955" Ur 7 \ BOTTOM ELEV. = 351.10' / GOSFORD ROAD SEE SHEET 6 366 364 362 360 358 356 354 352 350 348 346 CREEK BEND DRIVE EAGLE PASS WAY SEE SHEET 8 SEE SHEET 7 RETENTION BASIN STA. 10+00.00 C.L. TO 21+57.46 C.L. SCALE: 1 = 50 HORIZONTAL 1" _ 5' VERTICAL MISTY WATER WAY SEE SHEET 7 1 if ld ' %7G A# FL FLOWLINE POVC N 88'59'36 W 62.00' w BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC ENO VERTICAL CURVE N 88'5936" W 56.00' r°so a '- P W cn o E.C.R. END CURB RETURN 0 POINT OF REVERSE CURVATURE o PCC 5.�' EC END CURVE TC TOP OF CURB PIVC POINT OF INTERSECTION w TOP OF PAVEMENT OF VERTICAL CURVE w GRADE BREAK ;Q '© R/W 34: PA PROPERTY LINE A.P. - N O o CURB AND {ATTER Q cn b '' FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13, z Q N FURNISH & INSTALL. STREET SIGN PER C.O.B. STD. T-1. + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. -.C>- FURNISH & INSTALL STREET UGHT--5800 LUMEN S 88.5936" E 56.00' -E3- FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. ST -14. " 4 I S 88'59'36 E 62.00' TEMPORARY SUMP VOLUME REQUIRED:0.074 AF VOLUME PROVIDED:0.075 AF TO BE CONSTRUCTED WITH PHASE 1 AND REMOVED WITH PHASE 3 II (SUMP NOT REQUIRED IF PHASE a 3 IS DEVELOPED WITH PHASE 1) rA DETAIL A N 4 1 " = 20' 000 3' 34' 3 7 \ BOTTOM ELEV. = 351.10' / GOSFORD ROAD SEE SHEET 6 366 364 362 360 358 356 354 352 350 348 346 CREEK BEND DRIVE EAGLE PASS WAY SEE SHEET 8 SEE SHEET 7 RETENTION BASIN STA. 10+00.00 C.L. TO 21+57.46 C.L. SCALE: 1 = 50 HORIZONTAL 1" _ 5' VERTICAL MISTY WATER WAY SEE SHEET 7 1 if ld ' %7G A# 10+00 366 364 362 360 358 356 354 352 350 348 3 11+00 12+00 13+00 14+00 15+00 OliffiZej 21+00 366 364 362 360 358 356 354 352 350 348 346 22+00 22+50 FL FLOWLINE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC ENO VERTICAL CURVE B.C.R. BEGIN CURB RETURN '- P W cn E.C.R. END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC 5.�' EC END CURVE TC TOP OF CURB PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE GB GRADE BREAK P.O.C. POINT ON CURVE R/W RIGHT-OF-WAY PA PROPERTY LINE A.P. ANNE POINT E.P. EDGE OF PAVEMENT C/G CURB AND {ATTER T.O.S. TOP OF SUMP © FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13, Q Q FURNISH & INSTALL. STREET SIGN PER C.O.B. STD. T-1. + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. -.C>- FURNISH & INSTALL STREET UGHT--5800 LUMEN VERT CURVE -E3- FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. ST -14. d. 00 c0 II a N -III 000 N to ha 00 M tM p 00 N r .- LO C4 IOC `'" to tN tN to M N > M w- LO M M 00 r- r7 M it : >00 > W h M it >� > w > w M LLJW ------------- Ij -tI w j OMO � w W O II•�'- Ij W ta! O II w w Uj W vi _t w z_ wl t7i z Z C Ir, to 9L M< O Q co O --j •� &. 00 NOj Q m C� �-p -! h p M O Cl M N On 00 to N ui M ' - M �- O h M cn M t=V- ^ Q W M r.. N C4 N N 'w Q VF"" W mtJil Llq U � m od-♦ M U Mw> c z a w CJIQ-LL'• Ca)' w �W ad w tQJ Q�d> W c-� cn LLI z o w N M APPROXIMATE STING GROUND .FQ- .IQ- N W*_L46 N PROXIM TE _ 0 EXIS NG GR ND L 31.42 L 31.42' _ a in N v, cS Q a c S= -Oto N o �--OFT Lc) �, M m cn C3> w w am _ --0.33 w 06p ROUGH WATC ADE�• ND <- cn < cn L 31.42 L 31.42' OXIMATE APPRA EXISTING GROUND SAPPRWIX =0.25 o S 0.26% °- cn "' tn "' N rri ri A� S 00 0.501 o rn S h S=0.35 a L > PROPOSEDNOR 5. O3=0.26% FLOWUN M L = 31.42' L 31.42'S `- -` -' S=0.24 S=0.25 0 0.261 a, a `'' ; `� , ; -j -0.291 �; �• 0p M MMM M M 60 PROPOSED NORTH FL WNUNE S -0.511 :xFO 1.161 d d 4 d 4 .r, - W W -- > `j W '-s= -O.50% Lc c.i N M N '`�`� • PROPOSED SOUTH FLO NE `- -` Ww�W w WWW M M M PROPOSED SOUTH FL NE a CL CAT BASIN NO. 9 w ww w w w tLl^QLA 10+00 366 364 362 360 358 356 354 352 350 348 3 11+00 12+00 13+00 14+00 15+00 OliffiZej 21+00 366 364 362 360 358 356 354 352 350 348 346 22+00 22+50 46 B SECTION 10+25 4 TEMPORARY SUMP SCALE: N.T.S TEMPORARY SUMP CALCULATIONS: VOLUME REQUIRED: 0.074 AF AREA 1: 0.37 AC, C1=0.4 (0.37)(0.4)(0.15) = 0.022 AF AREA 2: 0.45 AC, C2=0.76 (0.45)(0.76)(0.15) = 0.051 AF TOTAL VOLUME REQUIRED: 0.022+0.051 = 0.073 AF VOLUME PROVIDED: 0.075 AF AREA(MID) 0.05 AC 0.05X1.5'=0.075 AF 11+00 12+00 13+00 LEGEND: FL FLOWLINE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC ENO VERTICAL CURVE B.C.R. BEGIN CURB RETURN '- POINT OF INTERSECTION E.C.R. END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC 5.�' EC END CURVE TC TOP OF CURB PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE GB GRADE BREAK P.O.C. POINT ON CURVE R/W RIGHT-OF-WAY PA PROPERTY LINE A.P. ANNE POINT E.P. EDGE OF PAVEMENT C/G CURB AND {ATTER T.O.S. TOP OF SUMP © FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13, Q FURNISH & INSTALL. STREET SIGN PER C.O.B. STD. T-1. + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. -.C>- FURNISH & INSTALL STREET UGHT--5800 LUMEN VERT CURVE -E3- FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. ST -14. II -III ha p 00 N C4 00 N N M w- LO M M M ------------- -tI w j OMO � w W W ta! W _t � j 9L NOj p 00 to N ui M ' - M �- O h M M=to ir-♦ CpJ ♦ � M M .♦- ♦ N M O �Ucj 0 02 �> 02 N v, cS Q a c N m cn C3> w w am w w ND <- cn < cn OXIMATE APPRA EXISTING GROUND °- cn APPROXIMATE ROUGH GRADE 5. O3=0.26% L = 31.42' L 31.42'S S=0.24 S=0.25 0 0.261 a, S -0.291 �• 0p M 60 S -0.511 1.161 .r, -- 1. Lc c.i N M N '`�`� • PROPOSED SOUTH FLO NE `- -` w M M M PROPOSED SOUTH FL NE a CL CAT BASIN NO. 9 w ww w w w tLl^QLA STA. 1''+03.51, .L A a w s a a a DEPRESSED F.L. • .=35 .63' a ELEV. 46.50' IN . 18" N 46 B SECTION 10+25 4 TEMPORARY SUMP SCALE: N.T.S TEMPORARY SUMP CALCULATIONS: VOLUME REQUIRED: 0.074 AF AREA 1: 0.37 AC, C1=0.4 (0.37)(0.4)(0.15) = 0.022 AF AREA 2: 0.45 AC, C2=0.76 (0.45)(0.76)(0.15) = 0.051 AF TOTAL VOLUME REQUIRED: 0.022+0.051 = 0.073 AF VOLUME PROVIDED: 0.075 AF AREA(MID) 0.05 AC 0.05X1.5'=0.075 AF 11+00 12+00 13+00 LEGEND: 15+00 16+00 17+00 20+00 21+00 366 364 362 360 358 356 354 352 350 348 .346 22+00 22+50 LEGEND (CONT.): LEGEND ,CONT.): CONSTRUCTION NOTES: R1-1 i FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: O CURVE NUMBER FOR CURVE DESCRIPTION 1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1. "R1-1" - STOP "R26(CA)" - NO PARKING ANYTIME 2CONSTRUCT 4.5' (LOCAL STREETS) "R3 -7R" - RIGHT LANE MUST TURN RGHT "W31(CA)" END Q ITEM OF WORK -SEE SCHEDULE COMBINATION SIDEWALK PER C.O.B. STD ST -5. - - o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS O TAPER NUMBER SEE TABLE INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. STORM DRAIN MANHOLE -REFER TO SEWER &STORM DRAIN PLANS /-'PIPE SIZE �4 CONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PLAN SCALE: 1 " = 50' 4"W UTILITY: W -WATER D -DRAIN R.S.P. A88A, 2002 RSP CASE "A". 50' 25' 0' 50' 100' CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. G -GAS IR -IRRIGATION CONSTRUCT 6' BLOCK WALL PER WAIL CONSTRUCTION PLANS. S -SEWER © SAWCUT EXISTING E.P. PER RESPECTIVE STREET SECTION OR AS • S SEWER - REFER TO SEWER & STORM DRAIN PLANS N : DIRECTED BY ENGINEER. ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN Q INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN AND SEWER DETAILS. A73C WITH W-31(CA) SIGN AT PHASE/TRACT BOUNDARY. REMOVE 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. AND SALVAGE SIGN WITH THE CONSTRUCTION OF ADJACENT PHASE. OVER 0.40' AGGREGATE BASE OVER 0.50' O.G. TO BE ® CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH PER CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. C.O.B. STD. DET. ST -7 ON SHEET 8. PER C.O.B. STD. ST -7. (UNLESS OTHERWISE NOTED) 3. GOSFORD ROAD - PAVEMENT TO BE 0.45' TYPE "A" A.C. , ( PAINT 12" LIMIT UNE USING THERMOPLASTIC PAINT PER CALTRANS ®■ ■ ®■ ■ �� ■ ■ ® TRACT BOUNDARY OVER 0.60 AGGREGATE BASE OVER 1.45 COMPACTED O.G. TO STANDARD SPECIFICATION PTH-02ALKYD. BE COMPACTED TO 957. RELATIVE DENSITY PER C.O.B. STD. ST -9. M EM EEO M� .M PHASE BOUNDARY 4. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS 10 EXISTING UTILITY POLE TO BE RELOCATED. CENTERLINE PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 11 CONSTRUCT 5.5 COMBINATION SIDEWALK PER C.O.B. STD ST-5(COLLECTORS/ARTERIALS) EDGE OF PAVEMENT 5. ALL POWER POLES TO BE RELOCATED UNDERGROUND. 12 INSTALL TYPE F FLEXIBLE POST CLASS 1 DELINEATOR PER Know What's below. COORDINATE APPLICATION OF RELOCATION LITH CITY. CALTRANS STANDARD PLAN A73C. is INTERCONNECT CONDUIT 6. INSTALL W-31(CA) SIGN WITH OM4-3 MARKER AT THE PHASE Call before you dig. SECTION LETTER BOUNDARY WITHIN THE TRACT IF ADJACENT PHASE IS NOT 13 CONSTRUCT TYPE " M„ FORMED MEDIAN CURE PER C.O.B. A CONSTRUCTED SIMULTANEOUSLY. REMOVE AND SALVAGE THE STD. DET. ST -18. -- - -. - - - SECTION DESIGNATION SIGN WITH CONSTRUCTION OF ADJACENT PHASE. i4 FURNISH & INSTALL INTERCONNECT CONDUIT & PULL BOXES PER M 2 � PER C.O.B. SID. DET. T-33. - �+EET ERE 1. 1 7261 Ph 1 4 �rn� IS S�IAwN FL FLOWLINE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC ENO VERTICAL CURVE B.C.R. BEGIN CURB RETURN PI POINT OF INTERSECTION E.C.R. END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE EC END CURVE TC TOP OF CURB PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE GB GRADE BREAK P.O.C. POINT ON CURVE R/W RIGHT-OF-WAY PA PROPERTY LINE A.P. ANNE POINT E.P. EDGE OF PAVEMENT C/G CURB AND {ATTER T.O.S. TOP OF SUMP © FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13, EXISTING SURVEY MONUMENT FURNISH & INSTALL. STREET SIGN PER C.O.B. STD. T-1. + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. -.C>- FURNISH & INSTALL STREET UGHT--5800 LUMEN PER C.O.B. STD. ST -14. -E3- FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. ST -14. 15+00 16+00 17+00 20+00 21+00 366 364 362 360 358 356 354 352 350 348 .346 22+00 22+50 LEGEND (CONT.): LEGEND ,CONT.): CONSTRUCTION NOTES: R1-1 i FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: O CURVE NUMBER FOR CURVE DESCRIPTION 1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1. "R1-1" - STOP "R26(CA)" - NO PARKING ANYTIME 2CONSTRUCT 4.5' (LOCAL STREETS) "R3 -7R" - RIGHT LANE MUST TURN RGHT "W31(CA)" END Q ITEM OF WORK -SEE SCHEDULE COMBINATION SIDEWALK PER C.O.B. STD ST -5. - - o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS O TAPER NUMBER SEE TABLE INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. STORM DRAIN MANHOLE -REFER TO SEWER &STORM DRAIN PLANS /-'PIPE SIZE �4 CONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PLAN SCALE: 1 " = 50' 4"W UTILITY: W -WATER D -DRAIN R.S.P. A88A, 2002 RSP CASE "A". 50' 25' 0' 50' 100' CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. G -GAS IR -IRRIGATION CONSTRUCT 6' BLOCK WALL PER WAIL CONSTRUCTION PLANS. S -SEWER © SAWCUT EXISTING E.P. PER RESPECTIVE STREET SECTION OR AS • S SEWER - REFER TO SEWER & STORM DRAIN PLANS N : DIRECTED BY ENGINEER. ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN Q INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN AND SEWER DETAILS. A73C WITH W-31(CA) SIGN AT PHASE/TRACT BOUNDARY. REMOVE 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. AND SALVAGE SIGN WITH THE CONSTRUCTION OF ADJACENT PHASE. OVER 0.40' AGGREGATE BASE OVER 0.50' O.G. TO BE ® CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH PER CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. C.O.B. STD. DET. ST -7 ON SHEET 8. PER C.O.B. STD. ST -7. (UNLESS OTHERWISE NOTED) 3. GOSFORD ROAD - PAVEMENT TO BE 0.45' TYPE "A" A.C. , ( PAINT 12" LIMIT UNE USING THERMOPLASTIC PAINT PER CALTRANS ®■ ■ ®■ ■ �� ■ ■ ® TRACT BOUNDARY OVER 0.60 AGGREGATE BASE OVER 1.45 COMPACTED O.G. TO STANDARD SPECIFICATION PTH-02ALKYD. BE COMPACTED TO 957. RELATIVE DENSITY PER C.O.B. STD. ST -9. M EM EEO M� .M PHASE BOUNDARY 4. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS 10 EXISTING UTILITY POLE TO BE RELOCATED. CENTERLINE PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 11 CONSTRUCT 5.5 COMBINATION SIDEWALK PER C.O.B. STD ST-5(COLLECTORS/ARTERIALS) EDGE OF PAVEMENT 5. ALL POWER POLES TO BE RELOCATED UNDERGROUND. 12 INSTALL TYPE F FLEXIBLE POST CLASS 1 DELINEATOR PER Know What's below. COORDINATE APPLICATION OF RELOCATION LITH CITY. CALTRANS STANDARD PLAN A73C. is INTERCONNECT CONDUIT 6. INSTALL W-31(CA) SIGN WITH OM4-3 MARKER AT THE PHASE Call before you dig. SECTION LETTER BOUNDARY WITHIN THE TRACT IF ADJACENT PHASE IS NOT 13 CONSTRUCT TYPE " M„ FORMED MEDIAN CURE PER C.O.B. A CONSTRUCTED SIMULTANEOUSLY. REMOVE AND SALVAGE THE STD. DET. ST -18. -- - -. - - - SECTION DESIGNATION SIGN WITH CONSTRUCTION OF ADJACENT PHASE. i4 FURNISH & INSTALL INTERCONNECT CONDUIT & PULL BOXES PER M 2 � PER C.O.B. SID. DET. T-33. - �+EET ERE 1. 1 7261 Ph 1 4 �rn� IS S�IAwN II -III WIr co WIND CAVE WAY h. SEE RIGHT HEREON SCALE: 1 = 50' 50' 25' of 50' 100' PHASE 5 JOSHUA TREE WAY S-EF-JSKEET-8 CONSMAC770N) LINDEN TREE AVENUE STA. 10+00.00 C.L. TO 20+73.12 C.L. SCALE: 1" = 50HORIZONTAL 1" = 5' VERTICAL 364 362 1W. Uj 360 x '-j W m C; in 358 356 354 352 . .... 350 PROPOSED N 348 346 344 10+7511+00 12+00 MISTY WATER WAY SEE SHEET 7 LO r- 0 C1 0 C) 0 c; z CSI ry C3 U: I.J.Ic CN C4 M P0 :j V_ %_M K K 0 c _NN c ol cn cn N88059'36*W 50. 0 21+00 SWALE 7 4 C) 0000 C1 C14 J C3 LL: 04 04 TEMP TURNAROUND V_ EASEMENT PER DOG #217115300 O C) 04 04 ,<• t<- cn cn 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 364 ,362 ,360 ,358 ,356 ,354 3-5-2 ,350 ,348 346 1z" 21+00 364 Of tl II 11 p z 8 ir C> i _j _j •CINI 8 8 W J _j IN 362 rta- 50.00 co C14 C14 C14 %AJ 0) z d cs 4 J 4 J 0 m + + 0) z cn m cl a to C1 81 8 c; Im co (a mn 27 (L (f) cn cs Q, W 0) C -i vs CN 04 0 10 r- r- U 0 ++ <++ + + Z 360 > 14- Id- ot It 14- it 14- 0 a C> ,r- v- 0 C> C> C; >: co c> t.- In I cn (n M7 cl- (n cn R/W + + Lh a RT. CUF!_q__ cs W 11-: 1 358 L~Lj L Ui L0 < a g .86Z N -0.3 + c' m + c,1 LO 356 rn IAJ C14 LLj _j W ro d 0) APPROX MATE U( Id cn m U cn 0 z Ln 't tt 354 EXISTING GROUND I c+0 I 352 ww Im>_ C) In F LO SOUTH FLOWLIN 350 a- (0) Li cn MO c; J M m cn a: 348 z S= -O, 35% S= -0.35s= 346 > >; 0.3599 \,,-PROPOSED 344 10+50 11+00 12+00 z ta W Z WEST FLOWLINE L=13.70' LA liq W OC 04, 1 c� M J 00 < C) C3 C1 C to C1 cs rx LO Lr, + + _j z 9M %..I In LO %.j + lilt to + m In + Q I -- APPROXIMATE C3 EXISTING GROUND m F W M LA. W cn r4o cn z in III LAJ d U01 Ind W W U) >i APP a EXISTING GROUND W A ATE EXISTING GROUND cd cr micn. cn L=31.42 11 L=31.42' mmftm� 0.279 -d NORTH FLOWLINE F) L c 1c, Fa F) ;�T to PROPOSE� NORTH 11-OWLINE 1.507. 11 1 TI AO) I xi Aq, A 070f >: ........... ..... ........ ..... ....... 0.559 =0.55% .......... ........ Vk CATCH B4 kSIN NO. 13U71 U Lq .......... ......... 0�.. ........ 0) o) (00 R. 1* -d- co E 00 4" W I FA PROPOSEC SOUTH F LOWLINE STk. 15+65.00, FL.L c MMre < _W < < NORMAL F.L. ELEV.==: 350.8WC ;; ;V 69' I W W W EL -_V. 346.1 Y INV. 1 r S 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 364 ,362 ,360 ,358 ,356 ,354 3-5-2 ,350 ,348 346 1z" 21+00 364 Of tl II 11 p z 8 ir C> i _j _j •CINI 8 8 W J _j IN 362 rta- C) c*4 co C14 C14 C14 %AJ 0) z d cs 4 J 4 J 0 m + + 0) z cn m cl a to C1 81 8 c; Im co (a mn 27 (L (f) cn cs Q, W 0) C -i vs CN 04 0 10 r- r- U 0 ++ <++ + + Z 360 > 14- Id- ot It 14- it 14- 0 a C> ,r- v- 0 C> C> C; >: co c> t.- In I cn (n M7 cl- (n cn R/W + + Lh a GROUND cs W m eicn 358 L~Lj L Ui L0 < a g .86Z N -0.3 + c' m + c,1 LO 356 rn IAJ LLJ LLj _j W j Pce < APPROX MATE APPROXIM Id cn m U cn 0 z Ln 't tt 354 EXISTING GROUND I c+0 I 352 ww Im>_ ROPOSED SOUTH FLOWLIN 350 a- (0) Li cn MO cr, cd cn a: 348 S= -O, 35% S= -0.35s= 346 > 0.3599 \,,-PROPOSED 344 10+50 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 364 ,362 ,360 ,358 ,356 ,354 3-5-2 ,350 ,348 346 1z" 21+00 Imleff 16+00 17+00 19+00 20+00 364 362 360 358 356 354 352 350 348 346 1z" 21+00 364 362 360 358 356 354 352 350 348 346 7A A 1. L Of tl II 11 p z 8 ir C> i _j _j •CINI 8 8 W J _j IN LLI rta- C) c*4 C14 C14 C14 %AJ 0) z d cs 4 J 4 J 0 m + + OU: U: 0 I.L: z cn m cl a to C1 81 8 c; Im co (a mn 27 (L (f) cn cs Q, W 0) C -i vs CN 04 0 10 r- r- U 0 ++ <++ + + Z Ui > 14- Id- ot It 14- it 14- 0 a C> ,r- v- 0 C> C> C; < < W co c> t.- In I cn (n M7 cl- (n cn R/W + + Lh a GROUND cs W m eicn cn L~Lj L .86Z N -0.3 m c,1 LO rn IAJ LLJ LLj _j W c LC, APPROX MATE FLOWLINE W 000 Uj m m1i 0 z Ln 't tt EXISTING GROUND I c+0 I ww Im>_ a- (0) Li cn MO cr, cd cn a: S= -O, 35% S= -0.35s= > 0.3599 \,,-PROPOSED S=-0.35% WEST FLOWLINE L=13.70' LA < C) C3 z 9M LO %.j + In Q I -- C3 LL4oe d U01 Ind W W U) APP ROXIMATE EXISTING GROUND W A ATE EXISTING GROUND cd cr 11 1 TI AO) I xi Aq, A 070f ........... ..... ........ ..... ....... 0.559 =0.55% .......... ........ ........ .......... ......... 0�.. ........ 0) o) (00 R. 1* -d- co E 00 4" PROPOSEC SOUTH F LOWLINE c MMre I W W W Imleff 16+00 17+00 19+00 20+00 364 362 360 358 356 354 352 350 348 346 1z" 21+00 364 362 360 358 356 354 352 350 348 346 7A A c) CD 15+00 114611 *W24.*E - 1440.00' _//,T\ C4 in I 00 z 5' 5) cn a 001 it 1. L Of tl II 11 p z 8 ir C> i _j _j •CINI 8 8 W J _j IN LLI cr C3 LA:. C) c*4 C14 C14 C14 %AJ 0) z d cs 4 J 4 J 0 m + + OU: U: 0 I.L: z cn m cl a to C1 81 8 c; Im co (a mn 27 (L (f) cn cs Q, W 0) C -i vs CN 04 0 10 r- r- U 0 ++ <++ + + Z Ui > 14- Id- ot It 14- it 14- 0 a C> ,r- v- 0 C> C> C; < < W co c> t.- In I cn (n M7 cl- (n cn R/W + + Lh a GROUND 15 W m eicn cn c) CD 15+00 114611 *W24.*E - 1440.00' _//,T\ C4 in I 00 z 5' 5) cn a 001 it 1. L Of e) 0 8 ir C> c� •CINI C3 J _j IN cr C3 LA:. _j C3 U: %AJ 0) z d cs C5 c� 100 W m + + C1 g Ug II cn + + c; CIE. 27 (L (f) cn to m c0f) V) Ui > APPROXIMATE RETENTION BASIN STA. 15+60.00 C.L. WIND CAVE WAY EPS-WME"" N b1A. 10+15Z.014 U.L 01M K1. 20' 00 1 - I ' 120' STA. 16+71.01 F.L. 30' _[30'_1 + E.C.IGRADE BREAK r STA. 15+f1O.00 C.L. 100.40 RT. STA. 16+84.71 F.L. cn UNDEN TREE AVENUE SEE LEFT HEREON WIND CAVE WAY STA. 14+20.00 C.L. TO 15+60.00 C.L. SCALE: 1 50' SCALE: 1 = 50' HORIZONTAL 50' 25' 0 01 50' 10 1 = 51 VER11CAL 14+00 364 362 360 358 356 354 352 350 348 346 7A A 15+00 0 4tN 1. L I c %AJ 0) W 04 II c; OM to Ui > APPROXIMATE _U; le i W _,j Li GROUND W W m < I4j L~Lj L .86Z -0.3 m c,1 LO rn IAJ LLJ LLj _j W Ld APPROX MATE FLOWLINE W 000 Uj m m1i 0 z Ln 't tt EXISTING GROUND I c+0 I ww Im>_ a- (0) Li cn MO cr, cd cn a: S= -O, 35% S= -0.35s= 0.3599 \,,-PROPOSED S=-0.35% WEST FLOWLINE L=13.70' 14+00 364 362 360 358 356 354 352 350 348 346 7A A 15+00 0 4tN Ci W II c; OM C4 =inl APPROXIMATE ... UiN GROUND W W m L .86Z -0.3 c,1 LO rn LLj _j W Ld -PROPOSED EAST FLOWLINE W Uj 14+00 15+00 16+00 364 362 360 358 356 354 352 350 348 346 7AA 15+75 364 362 360 358 356 354 352 350 348 346 %J 44 17+00 LEGEND: LEGEN WONT.): LEGEND (CONT.): CONSTRUC-IFION NOTES: CURVE TABLE R1-1 SIDEWALK TO BE CONSTRUCTED WITH PHASE 5. PEDESTRIAN CURVE RADIUS LENGTH TANGENT DELTA ABBREVIATION5 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. SM. T-19: Cl CURVE NUMBER FOR CURVE DESCRIP11ON CONSTRUCT TYPE "B" CURB & GLITTER PER C.O.B. STD ST -1. EASEMENT TO BE DEDICATED PER FINAL MAP FL FLOWLINE POVC POINT ON VERTICAL CURVE *R1-1* - STOP "R26(CA)m - NO PARKING ANYTIME @ ITEM OF WORK SEE SCHEDULE O2 CONSTRUCT 4.5' (LOCAL STREETS) 0 35.00' 13.70' 6.94! 22*254f CL CENTERLINE BVC BEGIN VER11CAL CURVE *R3 -7R* - RIGHT LANE MUST TURN RGHT -W31 (CA)- - END q) COMBINATION SIDEWALK PER C.O.B. STD ST -5. 0 84.00' 197.71' 202.08' 134!51$24!p ELEV ELEVATION EVC END VERTICAL CURVE D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS TAPER NUMBER SEE TABLE INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. 20.00- 31.42- 20.00- 90-00-00- B.C.R. BEGIN CURB RETURN PI POINT OF INTERSEC11ON <�> E.C.R. END CURB RETURN PRC POINT OF REVERSE CURVATURE PIPE SIZE IA'\ CONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PLAN BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS 4-w UTILITY: W -WATER D -DRAIN R.S.P. A88A, 2002 RSP CASE 42.00' 24&34! 22.74! 303-07-34' EC END CURVE TC TOP OF CURB G -GAS IR -IRRIGATION 5 CONSTRUCT 6' BLOCK WALL PER WALL CONSTRUC11ON PLANS. 35.00' 54.98' 35.00' 90600`00" PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. S -SEWER /&\ SAWCUT EXISTING E.P. PER RESPECTIVE STREET SEC11ON OR AS OF VERTICAL CURVE GB GRADE BREAK S_ SEWER - RUM TO SEWER & STORM DRAIN PLANS NOTES: DIRECTED BY ENGINEER. P.O.C. POINT ON CURVE R/W RIGHT-OF-WAY PA PROPERTY LINE A.P. ANGLE POINT SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN E.P. EDGE OF PAVEMENT C/G CURB AND GUTTER AND SEWER DETAILS. A73C WITH W-31(CA) SIGN AT PHASE/TRACT BOUNDARY. REMOVE T.O.S. TOP OF SUMP 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE *B" A.C. AND SALVAGE SIGN WITH THE CONSTRUCTION OF ADJACENT PHASE. FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. SM. ST -13. OVER 0.40' AGGREGATE BASE OVER 0.50' O.G. TO BE CONSTRUCT SINGLE FAMILY RESIDEN11AL DRIVE APPROACH PER EXISTING SURVEY MONUMENT A777K CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS COMPACTED TO 95% RELA11VE DENSITY PER C.O.B. STD. ST -9. C.O.B. SM. DET. ST -7 ON SHEET & PER C.O.B. SID. ST -7. (UNLESS OTHERWISE NOTED) 3. GOSIFORD ROAD - PAVEMENT TO BE 0.45' TYPE "A" A.C. PAINT 12" LIMIT LINE USING THERMOPLAS11C PAINT PER CALTRANS FURNISH & INSTALL STREET SIGN PER C.O.B. SM. T-1. m m �� m m a TRACT BOUNDARY OVER 0.60' AGGREGATE BASE OVER 1.45' COMPACTED O.G. TO STANDARD SPECIFICATION PTH-02ALKYD. BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. SM. ST -9. FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. PHASEBOUNDARY 4. ALL CATCH BASINS TO BE TYPE *9 WITH 3.5' OPENINGS 10 EXISTING UTILITY POLE TO BE RELOCATED. FURNISH & INSTALL STREET UGHT-58M WMEN PER C.O.B. SM. ST -14. CENTERLINE PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST-5(COLLECTORS/ARTERIALS) ,fh th EDGE OF PAVEMENT 5. ALL POWER POLES TO BE RELOCATED UNDERGROUND. �9 INSTALL TYPE F FLEXIBLE POST CLASS 1 DELINEATOR PER Know what's below. ED FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. ST -14. COORDINATE APPLICATION OF RELOCATION WITH CITY. CALTRANS'STANDARD PLAN A73C. Ic INTERCONNECT CONDUIT 6. INSTALL W-31(CA) SIGN WITH OM4-3 MARKER AT THE PHASE CONSTRUCT TYPE "M* FORMED MEDIAN CURB PER C.O.B. Cal I before you dig. SEC11ON MM 3D BOUNDARY WITHIN THE TRACT IF ADJACENT PHASE IS NOT SM. DET. ST -1& FUTURE IMPROVEMENTS CONSTRUCTED SIMULTANEOUSLY. REMOVE AND SALVAGE THE ��/�/.� f A SECTION DESIGNATION SIGN WITH CONSTRUCTION OF ADJACENT PHASE. FURNISH & INSTALL INTERCONNECT CONDUIT & PULL BOXES PER 1. 1 - 7 2 61 Ph 1 - 4 SHEET WHERRE 2 PER C.O.B. SM. DET. T-33. Kam IS SHOYN II I', PHASE BOUNDARY ------------------------- 51A. ZU+71.03, C. S S 42" SE! 20+00firm --- -- --- - i---� -- FUTURE MEDIAN W 6 10' IL OIL -�f _--- - 10 IR - ~ EX. z; 1 TO BE REMOVED -- ----DURING GRADING FUTURE R% i. PHASE 5 a w i "mi_! - • 366 364 362 360 358 356 354 352 350 348 346 LAJ 4 CL RETENTION BASIN CANYON TRAIL AVE. SEE SHEET 4 GOSFORD ROAD STA. 20+71.03 C.L. TO 30+26.05 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL TRACT BOUNDARY ----------------------------- STA. 30±26 05 C:L. , - - -�--- -->=---------------- -S -----------;=- S S S~ FUTURE MEDIAN -m ' -31+00 ------------ TO BE REMOVED -_.._DURING. GRADING- 0 CU !i NN IVMM W (nn cn CURVE TABLE CURVE I RADIUS LENGTH TANGENT DELTA 1 30.00' 47.34' 30.21' 90'24'28" 2 30.00' 46.91' 29.79' 89'35'32" 3 20.00' 31.42' 20.00' 90ro0'oo" 344 '120+00 TAPER DATA NO. O q STATION OFFSET FROM STA. 20+35.40 48.00 RT. STA. 20+40.40 48.08 RT. STA. 20+45.40 48.31 RT. STA. 20+50.40 48.69 RT. STA. 20+55.40 49.22 RT. STA. 20+60.40 49.91 RT. STA. 20+65.40 50.75 RT. STA. 20+95.40 56.25 RT. STA. 21+00.40 157.09 RT. STA. 21+05.40 57.78 RT. STA. 21+10.40 58.31 RT Y[ 21+15.40 58.69 RT. STA. 21+20.40 58.92 RT. M 21+25.40 59.00 RT PRC' PONT OF REVERSE CURVATURE APPRO, m -PIPE SIZE 4 CONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PLAN W BC BEGIN CURVE PCC PONT OF COMPOUND CURVATURE ® STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS 4 UTILITY: W -WATER D -DRAIN II R.S.P. A88A, 2002 RSP CASE "A". EC END CURVE TC TOP OF CURB Istr CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. G -GAS IR -IRRIGATION CONSTRUCT 6' BLOCK WALL PER WALL CONSTRUCTION PLANS. a N PIVC PONT OF INTERSECTION TP TOP OF PAVEMENT .44 S -SEWER � O Li. OF VERTICAL CURVE GB GRADE BREAK Q LLi OC © SAWCUT EXISTING E.P. PER RESPECTIVE STREET SECTION ORAS P.O.C. PONT ON CURVE W RIGHT-OF-WAY ' s SEWER -REFER TO SEWER &STORM DRAIN PLANS Ncn PROPOSED T FLOW DIRECTED BY ENGINEER. Q P/L PROPERTY UNE A.P. ANGLE POINT ® SEWER MANHOLE -REFER SEWER & STORM DRAIN PLANS. i. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN INSTAL_ TYPE III BARRICADE PER CALTRANS STANDARD PLAN ? E.P. EDGE OF PAVEMENT C/G CURB AND GUTTER AND SEWER DETAILS.. A73C WITH W-31(CA) SIGN AT PHASE/TRACT BOUNDARY. REMOVE T.O.S. TOP OF SUMP ®" SANER CLEANOUT -REFER TO SEWER &STORM DRAIN PLANS. " 2. LOCAL STREETS -PAVEMENT TO BE 0.20 TYPE B A.C. AND SALVAGE SIGN WITH THE CONSTRUC11ON OF ADJACENT PHASE. Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. OVER 0.40' AGGREGATE BASE OVER 0.50' O.G. TO BE �8 CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH PER ® m -.711 � k CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. C.O.B. STD. DET. ST -7 ON :MEET 8. PER C.O.B. STD. ST -7. (UNLESS OTHERWISE NOTED) .d- d' PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS +FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. _ ■ ■ � e ■ I I e ■ ® TRACT BOUNDARY OVER 0.60' AGGREGATE BASE OVER 1.45' COMPACTED O.G. TO STANDARD SPECIFICATION PTH-02ALKYD. M BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. i0 EXISTING UTILITY POLE TO BE RELOCATED. FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. ME RM I= PHASE BOUNDARY 4. " " AL. CATCH BASINS TO BE TYPE A WITH 3.5 OPENINGS CENTERLINE PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 11 � -C�- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14 iA EDGE OF PAVEMENT 5. ALL POWER POLES TO BE RELOCATED UNDERGROUND. > W INSTALL TYPE F FLEXIBLE POST CLASS 1 DEUNEATOR PER -E�- FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. ST -14 COORDINATE APPLICATION OF RELOCATION WITH CITY. M M Ic INTERCONNECT CONDUIT 6. INSTAL_ W-31(CA) SIGN WITH OI4-3 MARKER AT THE PHASE M SECTION LETTER BOUNDARY WITHIN THE TRACT IF ADJACENT PHASE IS NOT �3 CONSTRUCT TYPE "M" FORMED MEDIAN CURB PER C.O.B. STD. DET. ST -18. A CONSTRUCTED SIMULTANEOUSLY. REMOVE AND SALVAGE THE SECTION DESIGNATION SIGN WITH CONSTRUCTION OF ADJACENT PHASE. sFURNISH & INSTALL INTERCONNECT CONDUIT & PULL BOXES PER SHEET WHEEL W PER C.O.B. STD. DET. T-33. SECTION IS SHOWN ce zz W9C 471 ICL z l00 otLai. W F=W a W © Q- = CV W + F- Zz Q n Q M mo �� + + N + c EAST FLO RE SNE w 04 '¢ W = W '' acn APPRO (MATE STING NQ m cn a m a F- S=0.25% PROP EAST I IOWLINE-- v�_ S- 0.25% ' S=- .25% PROPOSEI I EAST FL 3WLINE PROXIM TE EXISII14G GROUNDm � Q z m a � 344 '120+00 21+00 22+00 23+00 ! 24+00 55'-66' R/W VARIES 2, FOOTING EASEMENT PER THE FINAL MAP I 59' 7' I VARIES LANDSCAPE BASIN ACCESS IEASEMENT ROAD 1 14.3'-12' 6' 2' 5 VARIES Y W L,, FUTURE MEDIAN PER z m C.O.B. STANDARDS i E- VARIES o ,,, ,,�N• T-4, T-8, T-17 Q 1.6% MIN. �' m ¢ ZP. - 2%'� _ ?, 3.47* MAX 2% _:--2-- ' SOA I 0'1t) U ti F EX. A.C. PAVEMENT 0.45' A.C. PAVING T.I. 9.0 .60' AGG. BASE 1 "R" VALUE 55 1.45' COMPACTED SUBGRADE COMPACTED TO 95% GOSFORD ROAD STA 20+72.21 TO 22+77.53 rC SCALE: N.T.S. klv 25+00 26+00 27+00 28+00 29+00 �- 55'-5T R/W VARIES 2' F001ING EASEMENT i 48'750' T 1 g' PER THE FINAL MAP VARIES LANDSCAPE z ' EASEMENT :3 1 12.1'-13' 6' 2' S a VARIES Y N W W FUTURE MEDIAN PER I m C.O.B. STANDARDS F- VARIES o W�t�• T-4, T-8, T-17 Q 1.6% MIN. m¢F2% Z�M4x f- 3.47* MAX 2% PAD ELEV. __._ ..r. 4 f . 1 EX. A.C. PAVEMENT 0.45' A.C. PAVING T.I. 9.0 .60' AGG. BASE 1 "R" VALUE 55 1.45' COMPACTED SUBGRADE COMPACTED TO 957. GOSFORD ROAD STA 23+78.21 TO 30+28.44 D SCALE: N.T.S. 6 30+00 31+00 '151'+%1 TAPER DATA NO. O q STATION OFFSET FROM STA. 20+35.40 48.00 RT. STA. 20+40.40 48.08 RT. STA. 20+45.40 48.31 RT. STA. 20+50.40 48.69 RT. STA. 20+55.40 49.22 RT. STA. 20+60.40 49.91 RT. STA. 20+65.40 50.75 RT. STA. 20+95.40 56.25 RT. STA. 21+00.40 157.09 RT. STA. 21+05.40 57.78 RT. STA. 21+10.40 58.31 RT STA. 21+15.40 58.69 RT. STA. 21+20.40 58.92 RT. STA. 21+25.40 59.00 RT 21+00 22+00 23+00 ! 24+00 55'-66' R/W VARIES 2, FOOTING EASEMENT PER THE FINAL MAP I 59' 7' I VARIES LANDSCAPE BASIN ACCESS IEASEMENT ROAD 1 14.3'-12' 6' 2' 5 VARIES Y W L,, FUTURE MEDIAN PER z m C.O.B. STANDARDS i E- VARIES o ,,, ,,�N• T-4, T-8, T-17 Q 1.6% MIN. �' m ¢ ZP. - 2%'� _ ?, 3.47* MAX 2% _:--2-- ' SOA I 0'1t) U ti F EX. A.C. PAVEMENT 0.45' A.C. PAVING T.I. 9.0 .60' AGG. BASE 1 "R" VALUE 55 1.45' COMPACTED SUBGRADE COMPACTED TO 95% GOSFORD ROAD STA 20+72.21 TO 22+77.53 rC SCALE: N.T.S. klv 25+00 26+00 27+00 28+00 29+00 �- 55'-5T R/W VARIES 2' F001ING EASEMENT i 48'750' T 1 g' PER THE FINAL MAP VARIES LANDSCAPE z ' EASEMENT :3 1 12.1'-13' 6' 2' S a VARIES Y N W W FUTURE MEDIAN PER I m C.O.B. STANDARDS F- VARIES o W�t�• T-4, T-8, T-17 Q 1.6% MIN. m¢F2% Z�M4x f- 3.47* MAX 2% PAD ELEV. __._ ..r. 4 f . 1 EX. A.C. PAVEMENT 0.45' A.C. PAVING T.I. 9.0 .60' AGG. BASE 1 "R" VALUE 55 1.45' COMPACTED SUBGRADE COMPACTED TO 957. GOSFORD ROAD STA 23+78.21 TO 30+28.44 D SCALE: N.T.S. 6 30+00 31+00 '151'+%1 35 3 4 i BANDELIER DRIVE SEE SHEET 2 i�M�i+31! r LEGEND. LEGEND (CONT.: LEGEND (CONT.): CONSTRUCTION NOTES: N ABBREVIATIONS o R� FURNISH & INSTAL_ TRAFFIC SIMS PER C.O.B. STD. T-19:{C1� CURVE NUMBER FOR CURVE DESCRIPTION �1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1. lei M FL FLOWL POVC POINT ON VERTICAL CURVE I Zz "NE R1-1" " - STOP R26(CA)" _ NO PARKING ANYTIME `�' ® ITEM OF WORK -SEE SCHEDULE Q CONSTRUCT 4.5 (LOCAL STREETS) CL CENTERLINE BVC BEGIN VERTICAL CURVE o o "R3 -7R" - RIGHT LANE MUST TURN RGHT "W31(CA)" - END (!) N co COMBINA11ON SIDEWALK PER C.O.B. STD ST -5. W ELEV ELEVATION B.C.R. BEGIN CURB RETURN EVC PI END VERTICAL CURVE POINT OF INTERSECTION - - o STORM DRAIN -- REFER TO 8c STORM DRAIN PLANS O1 TAPER NUMBER - SEE TABLE 3 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. LLA E.C.R. END CURB RETURN PRC' PONT OF REVERSE CURVATURE APPRO, m -PIPE SIZE 4 CONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PLAN W BC BEGIN CURVE PCC PONT OF COMPOUND CURVATURE ® STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS 4 UTILITY: W -WATER D -DRAIN II R.S.P. A88A, 2002 RSP CASE "A". EC END CURVE TC TOP OF CURB Istr CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. G -GAS IR -IRRIGATION CONSTRUCT 6' BLOCK WALL PER WALL CONSTRUCTION PLANS. a N PIVC PONT OF INTERSECTION TP TOP OF PAVEMENT .44 S -SEWER � O Li. OF VERTICAL CURVE GB GRADE BREAK Wcn OC © SAWCUT EXISTING E.P. PER RESPECTIVE STREET SECTION ORAS P.O.C. PONT ON CURVE R/W RIGHT-OF-WAY ' s SEWER -REFER TO SEWER &STORM DRAIN PLANS Ncn PROPOSED T FLOW DIRECTED BY ENGINEER. Q P/L PROPERTY UNE A.P. ANGLE POINT ® SEWER MANHOLE -REFER SEWER & STORM DRAIN PLANS. i. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN INSTAL_ TYPE III BARRICADE PER CALTRANS STANDARD PLAN E.P. EDGE OF PAVEMENT C/G CURB AND GUTTER AND SEWER DETAILS.. A73C WITH W-31(CA) SIGN AT PHASE/TRACT BOUNDARY. REMOVE T.O.S. TOP OF SUMP ®" SANER CLEANOUT -REFER TO SEWER &STORM DRAIN PLANS. " 2. LOCAL STREETS -PAVEMENT TO BE 0.20 TYPE B A.C. AND SALVAGE SIGN WITH THE CONSTRUC11ON OF ADJACENT PHASE. Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. OVER 0.40' AGGREGATE BASE OVER 0.50' O.G. TO BE �8 CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH PER ® EXISTING SURVEY MONUMENT -.711 � k CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. C.O.B. STD. DET. ST -7 ON :MEET 8. PER C.O.B. STD. ST -7. (UNLESS OTHERWISE NOTED) 3. GOSFORD ROAD - PAVEMENT TO BE 0.45' TYPE "A" A.G. PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS +FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. _ ■ ■ � e ■ I I e ■ ® TRACT BOUNDARY OVER 0.60' AGGREGATE BASE OVER 1.45' COMPACTED O.G. TO STANDARD SPECIFICATION PTH-02ALKYD. BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. i0 EXISTING UTILITY POLE TO BE RELOCATED. FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. ME RM I= PHASE BOUNDARY 4. " " AL. CATCH BASINS TO BE TYPE A WITH 3.5 OPENINGS CENTERLINE PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 11 CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST-5(COLLECTORS/ARTERIALS) -C�- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14 iA EDGE OF PAVEMENT 5. ALL POWER POLES TO BE RELOCATED UNDERGROUND. 12 INSTALL TYPE F FLEXIBLE POST CLASS 1 DEUNEATOR PER -E�- FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. ST -14 COORDINATE APPLICATION OF RELOCATION WITH CITY. CALTRANS STANDARD PLAN A73C. Ic INTERCONNECT CONDUIT 6. INSTAL_ W-31(CA) SIGN WITH OI4-3 MARKER AT THE PHASE SECTION LETTER BOUNDARY WITHIN THE TRACT IF ADJACENT PHASE IS NOT �3 CONSTRUCT TYPE "M" FORMED MEDIAN CURB PER C.O.B. STD. DET. ST -18. A CONSTRUCTED SIMULTANEOUSLY. REMOVE AND SALVAGE THE SECTION DESIGNATION SIGN WITH CONSTRUCTION OF ADJACENT PHASE. sFURNISH & INSTALL INTERCONNECT CONDUIT & PULL BOXES PER SHEET WHEEL 2 PER C.O.B. STD. DET. T-33. SECTION IS SHOWN 35 3 4 i BANDELIER DRIVE SEE SHEET 2 i�M�i+31! r BA DELI DRIVE SEE SHEET 2 ti J N tC83 I N N !' o c M V CQ� IA: O O lei M o ocs 32 I Zz o a C1 ++ o o �8 (!) N co 0 Po �o W BA DELI DRIVE SEE SHEET 2 ti J N tC83 ►i Ki N o M 3 CQ� IA: O O lei M luc3 o o (!) N co 0 Po �o W N � N LLA �. W APPRO, m o+ v •- F_ W cn 00 W N II Q tit e PROPOSED WEST FL a N 1 .44 + � O Li. PROXIMA TE 0 0 Wcn OC dg0: ++ z Q; Ncn PROPOSED T FLOW NE Q @Illnllil J . ' W Uj WYNNFIELD LAKES LANE STA.10+00.00 C.L. TO 11+40.00 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 2CA ZCA 364 362 360 358 356 354 352 350 348 346 344 364 362 360 358 356 354 352 350 348 346 344 10+00 11+00 11+50 364 362 360 358 356 354 352 350 348 34fi N ►i Ki o M lei M to M o o W 0 Po �o W � LLA �. W APPRO, (IMATE o+ v •- i� W cn W N PROPOSED WEST FL NE t� + PROXIMA TE Wcn z 364 362 360 358 356 354 352 350 348 346 344 10+00 11+00 11+50 364 362 360 358 356 354 352 350 348 34fi 364 362 360 358 356 354 352 350 348 346 10+00 11+00 11+50 SCALE: 1 50' 50' 25' 0' 50' 100' Know what's below. 0811 before you dig. ►i rn M lei M W > LLA Q W 0 i� =a Z t� + PROXIMA TE Wcn z PROPOSED T FLOW NE @Illnllil 364 362 360 358 356 354 352 350 348 346 10+00 11+00 11+50 SCALE: 1 50' 50' 25' 0' 50' 100' Know what's below. 0811 before you dig. @Illnllil BRISTOL SPRING AVENUE SEE SHEET 3 c 3 BANDELIER DRIVE SEE SHEET 2 R _4 - _.- cn i�: cnIt 2 )c, L >: 5' > 00 R/W 00 W f < CN _20, 20' D 00 0011 Lel 30 30' CQ LLI z M: -1 (A 30 1-: cr_ W C) C11 cno C) C) CD C) Go 04 C4 C4 j. 0 LL. LL: CS LL: C> 8a 5 !g cs 0840 T IA - f 8 C; C5 ci vcoo + + D o0 + + ++ U.) 00 00 Z 30' 30 to 1 12 1_1 29 Li 0: z ILJJ- 1g: <: ?", �<_: �<_: CA<- ;_5 I T I 01in cn cn cd cn cn Uj cl) V) CANYON TRAIL AVENUE SEE SHEET 4 a(/)I C11 rc+^ BRISTOL SPRING AVENUE SEE SHEET 3 11 d lilt ism I I I I NP CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 364 20.00' 31.42' 20.06 .90WOO"l BRISTOL UL 5IjKIN(i AVENUE SEE SHEET 3 t5ANULL.ItIl DRIVE SEE SHEET 2 TEMPORARY SUMP CANYON TRAIL AVENUE BRISTOL SPRING AVENUE 364 SCALE: N.T.S 04 364 362 362 SEE SHEET 4 SEE SHEET 3 LEGEND: 360 wwv HITE FISH WAY LEGEND (CONT.): EAGLE PASS WAY 360 co m STA. 10+00.00 C.L. TO 12+80.00 C.L. to 00 00 STA. 10+00.00 C.L. TO 12+80.00 C.L. FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: S__1W2e W 114.00' ,Kr%A %O%J-r CONSTRUCT TYPE *Bm CURB & GUTTER PER C.O.B. SID ST -1. SCALE: 1" 50' HORIZONTAL POINT ON VERTICAL CURVE or SCALE: 1" = 50' HORIZONTAL c, c� -0 IW24* E 69.00' 348 S V00`2e W 104.00' 1 5VERTICAL 'ZAP. PH48E 2 FL 1 = 5' VERTICAL 358 FL W Lq END VERTICAL CURVE POINT OF INTERSECTION D STORM DRAIN -REFER TO SEWER & STORM DRAIN PLANS S 1W24' W 69.06 mi, --m TERASUM P CALCULATIONS: INSTALL. STREET SIGN PER C.O.B. STANDARD DETAIL T-1. W U71 9 POINT OF REVERSE CURVATURE Ld c; W _j 356 I S 1'00'24' W 63.00' C11 I a 356 AREA: 1.33 AC, C=0.4 g 00 00 APPROXI ATE 7&A 9 (1.33)(0.4)(0.15) = 0.08 AF 354 TOP OF CURB TOP OF PAVEMENT cs Cl co Jult 362 360 358 356 354 352 350 348 346 7AA Oult - - I N 1*00'24" E 104.00' .362 0 N 1*00'24* E 114.00' 360 1 t.0 DE TA IL C 358 � 1 30, %356 TEMPORARY SUMP CALCULA-11ONS: 354 VOLUME REQUIRED: 0.21 AF AREA: 3.44 AC, C=0.4 (3.44)(0.4)(0.15) = 0.206 AF 352 VOLUME PROVIDED: 0.27 AF AREA(MID): (109'X43")/43560=0.108 AC 350 0.108 X 2.5 0.27 AF 348 51 38' 346 344 12+ 75 BOTTOM ELEV. = 351.78 10 -16+00 11+00 12+00 10+00 11+00 12+00 12+75 C-4 BOTTOM ELEV. 366 SECTION 364 362 360 358 356 354 352 350 348 1z TRAIL AVENUE TEMPORARY SUMP GO 364 SCALE: N.T.S 04 364 362 362 SECTION LEGEND: 360 0) 0) LEGEND (CONT.): 362 360 co m co "0 N 1W24!' E 63.00' to 00 00 WO 00 00 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: 354 ,Kr%A %O%J-r CONSTRUCT TYPE *Bm CURB & GUTTER PER C.O.B. SID ST -1. 352 352 POINT ON VERTICAL CURVE or 360 tell L�N IW24* E 69.00' 348 U4 BEGIN VERTICAL CURVE 358 'ZAP. ao 358 FL 358 Lq END VERTICAL CURVE POINT OF INTERSECTION D STORM DRAIN -REFER TO SEWER & STORM DRAIN PLANS %N, TERASUM P CALCULATIONS: INSTALL. STREET SIGN PER C.O.B. STANDARD DETAIL T-1. 356 U71 9 POINT OF REVERSE CURVATURE Ld c; W _j 356 Cl E)ISTING GROUND Ld 356 AREA: 1.33 AC, C=0.4 g C> APPROXI ATE z 9 (1.33)(0.4)(0.15) = 0.08 AF 354 TOP OF CURB TOP OF PAVEMENT cs Cl DETAIL A -354 VOLUME PROVIDED: 0.084 AF ca EXISTING GROUNO C11 GRADE a. AREA(MID): (66`X37`)/43560= 0.056 AC 352 + %_ Ir- "= 30' APPROXIMATE 352 I)OSTING GROUND+ + C> APPROXIMATE 0.056 X 1.5 0.084 AF m + "=g 5% tun) cn + 04 V_ 350 EXISTING C3 o: C ROUGH GRADE 31 W 348 N 1.00'24" E 7_0.OV OLIGH U ADE a. vii N,* Ui in m 348 346 EXISTING SURVEY MONUMENT m cn 346 0.25% CL Y) t C.O.B. STD. DET. ST -7 ON SHEET & ............ 7 A A cd 7,) 1" = 30, PER C.O.B. STD. ST -7. (UNLESS OTHERWISE NOTED) 3. GOSFORD ROAD - PAVEMENT TO BE 0.45' TYPE "A* A.C. 344 PAINT 10 LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS N FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. ... OVER 0.60' AGGREGATE BASE OVER 1.45' COMPACTED O.G. TO 5E N -PROPO§ED TEAPORARY SUMP , BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. SM. ST -9. W I W EXISTING UTILITY POLE TO BE RELOCATED. + ROPOSED SIGN PER C.O.B. STD. T-1. F ROPOSED WEST FLO dJNE TEMPORARY IN WST FLOW1 INE FLOWLD IE g CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST-5(COLLECTORS/ARTERIALS) TEM ORARY SJMP PER C.O.B. STD. ST -14. 4: 4, EDGE OF PAVEMENT 5. ALL POWER POLES TO BE RELOCATED UNDERGROUND. fe) C4 C04STRUCT TEMP RY up cuni wcn TEMPORARY SUMP Uj COI STRUCT V ITH PHA S 1 INTERCONNECT CONDUIT 6. INSTALL W-31(CA) SIGN WITH OM4-3 MARKER AT THE PHASE CONSTRUCT WITH PH NSE 2 cn 111,51 W tEMOVE I TH PHASE: 2 < REMOVE: WITH PH kSE 3 0- a- A CONSTRUCTED SIMULTANEOUSLY. REMOVE AND SALVAGE THE CL 0- SECTION DESIGNATION SIGN WITH CONSTRUCTION OF ADJACENT PHASE. �sFURNISH & INSTALL INTERCONNECT CONDUIT & PULL BOXES PER SHEET WHERE 2 Oult - - I N 1*00'24" E 104.00' .362 0 N 1*00'24* E 114.00' 360 1 t.0 DE TA IL C 358 � 1 30, %356 TEMPORARY SUMP CALCULA-11ONS: 354 VOLUME REQUIRED: 0.21 AF AREA: 3.44 AC, C=0.4 (3.44)(0.4)(0.15) = 0.206 AF 352 VOLUME PROVIDED: 0.27 AF AREA(MID): (109'X43")/43560=0.108 AC 350 0.108 X 2.5 0.27 AF 348 51 38' 346 344 12+ 75 BOTTOM ELEV. = 351.78 10 -16+00 11+00 12+00 10+00 11+00 12+00 12+75 C-4 BOTTOM ELEV. 366 SECTION 364 362 360 358 356 354 352 350 348 1z TRAIL AVENUE TEMPORARY SUMP GO 364 SCALE: N.T.S 04 364 362 362 SECTION LEGEND: 360 0) 0) LEGEND (CONT.): 362 360 co m co "0 N 1W24!' E 63.00' to 00 00 WO 00 00 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: 354 ,Kr%A %O%J-r CONSTRUCT TYPE *Bm CURB & GUTTER PER C.O.B. SID ST -1. 352 352 POINT ON VERTICAL CURVE or 360 350 L�N IW24* E 69.00' 348 U4 BEGIN VERTICAL CURVE 358 'ZAP. ao 358 FL 358 Lq END VERTICAL CURVE POINT OF INTERSECTION D STORM DRAIN -REFER TO SEWER & STORM DRAIN PLANS %N, TERASUM P CALCULATIONS: INSTALL. STREET SIGN PER C.O.B. STANDARD DETAIL T-1. 356 S 1*00'2e W mool 9 POINT OF REVERSE CURVATURE Ld c; MPORY VOLUME REQUIRED: 0.08 AF 356 Cl E)ISTING GROUND Ld 356 AREA: 1.33 AC, C=0.4 g 354 Cl C> c; _j W Cl 6- (1.33)(0.4)(0.15) = 0.08 AF 354 TOP OF CURB TOP OF PAVEMENT rA DETAIL A -354 VOLUME PROVIDED: 0.084 AF ,APPROXIMATE 352 -I"- o + GRADE a. AREA(MID): (66`X37`)/43560= 0.056 AC 352 + %_ Ir- "= 30' APPROXIMATE 352 I)OSTING GROUND+ + 04 cn 0.056 X 1.5 0.084 AF imp 00 350 "=g 5% tun) cn gr 350 EXISTING GROUND o: s T.O.S. TOP OF SUMP 31 W 348 N 1.00'24" E 7_0.OV OLIGH U ADE a. vii N,* d m 348 346 EXISTING SURVEY MONUMENT W 346 0.25% CL Y) t C.O.B. STD. DET. ST -7 ON SHEET & 346 7 A A cd 7,) 1" = 30, PER C.O.B. STD. ST -7. (UNLESS OTHERWISE NOTED) 3. GOSFORD ROAD - PAVEMENT TO BE 0.45' TYPE "A* A.C. 344 PAINT 10 LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS N FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. ... Oult - - I N 1*00'24" E 104.00' .362 0 N 1*00'24* E 114.00' 360 1 t.0 DE TA IL C 358 � 1 30, %356 TEMPORARY SUMP CALCULA-11ONS: 354 VOLUME REQUIRED: 0.21 AF AREA: 3.44 AC, C=0.4 (3.44)(0.4)(0.15) = 0.206 AF 352 VOLUME PROVIDED: 0.27 AF AREA(MID): (109'X43")/43560=0.108 AC 350 0.108 X 2.5 0.27 AF 348 51 38' 346 344 12+ 75 BOTTOM ELEV. = 351.78 10 -16+00 11+00 12+00 10+00 11+00 12+00 12+75 C-4 BOTTOM ELEV. 366 SECTION 364 362 360 358 356 354 352 350 348 1z TRAIL AVENUE TEMPORARY SUMP GO 364 SCALE: N.T.S 04 364 362 362 SECTION LEGEND: 360 36-0- LEGEND (CONT.)** LEGEND (CONT.): 358 358 N ABBREVIATIONS 356 .356 SCALE: N.T.S FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: 354 ,Kr%A %O%J-r CONSTRUCT TYPE *Bm CURB & GUTTER PER C.O.B. SID ST -1. 352 352 POINT ON VERTICAL CURVE or W 350 CN 348 348 U4 BEGIN VERTICAL CURVE 346 'ZAP. ao 358 20' ELEV ELEVATION B.C.R. BEGIN CURB RETURN Lq END VERTICAL CURVE POINT OF INTERSECTION D STORM DRAIN -REFER TO SEWER & STORM DRAIN PLANS © APPROXIMATE Lq INSTALL. STREET SIGN PER C.O.B. STANDARD DETAIL T-1. DPROXAMAW S 1*00'2e W mool 9 POINT OF REVERSE CURVATURE Ld c; gIg Cl E)ISTING GROUND Ld 356 c; g STORM DRAIN MANHOLE -REFER TO SEWER & STORM DRAIN PLANS Cl C> c; _j W Cl 6- + v- o APPROXIMATE TIC TP TOP OF CURB TOP OF PAVEMENT CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. G -GAS IR -IRRIGATION S -SEWER -354 O ,APPROXIMATE z -I"- o + GRADE a. cn m + %_ Ir- 10 APPROXIMATE 352 I)OSTING GROUND+ + 04 cn 0 imp 00 •kPPROXIMATE "=g 5% tun) cn gr 00 EXISTING GROUND o: s T.O.S. TOP OF SUMP ...... W cn N 1.00'24" E 7_0.OV OLIGH U ADE a. vii N,* d m 348 CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH PER EXISTING SURVEY MONUMENT W 346 0.25% CL Y) t C.O.B. STD. DET. ST -7 ON SHEET & EAST FLOWLINE cd 7,) 1" = 30, PER C.O.B. STD. ST -7. (UNLESS OTHERWISE NOTED) 3. GOSFORD ROAD - PAVEMENT TO BE 0.45' TYPE "A* A.C. 344 PAINT 10 LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS + FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. S=O.2:M OVER 0.60' AGGREGATE BASE OVER 1.45' COMPACTED O.G. TO N -PROPO§ED TEAPORARY SUMP , BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. SM. ST -9. W I W EXISTING UTILITY POLE TO BE RELOCATED. + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. F ROPOSED WEST FLO dJNE TEMPORARY IN RUCT W/F HASE 3 UWj W EAST FLOWLD IE g CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST-5(COLLECTORS/ARTERIALS) TEM ORARY SJMP PER C.O.B. STD. ST -14. 4: 4, EDGE OF PAVEMENT 5. ALL POWER POLES TO BE RELOCATED UNDERGROUND. fe) C4 C04STRUCT FURNISH & INSTALL STREET UGHT-9500 LUMEN TH PHASE 2 cuni wcn TEMPORARY SUMP Uj REMOVE TH PH 1 3 Ic INTERCONNECT CONDUIT 6. INSTALL W-31(CA) SIGN WITH OM4-3 MARKER AT THE PHASE CONSTRUCT WITH PH NSE 2 cn 111,51 W CL 0 - BOUNDARY WITHIN THE TRACT IF ADJACENT PHASE IS NOT CONSTRUCT TYPE FORMED MEDIAN CURB PER C.O.B. STD. DET. ST -18. REMOVE: WITH PH kSE 3 0- a- A CONSTRUCTED SIMULTANEOUSLY. REMOVE AND SALVAGE THE SECTION DESIGNATION SIGN WITH CONSTRUCTION OF ADJACENT PHASE. �sFURNISH & INSTALL INTERCONNECT CONDUIT & PULL BOXES PER SHEET WHERE 2 PER C.O.B. STD. DET. T-33. Oult - - I N 1*00'24" E 104.00' .362 0 N 1*00'24* E 114.00' 360 1 t.0 DE TA IL C 358 � 1 30, %356 TEMPORARY SUMP CALCULA-11ONS: 354 VOLUME REQUIRED: 0.21 AF AREA: 3.44 AC, C=0.4 (3.44)(0.4)(0.15) = 0.206 AF 352 VOLUME PROVIDED: 0.27 AF AREA(MID): (109'X43")/43560=0.108 AC 350 0.108 X 2.5 0.27 AF 348 51 38' 346 344 12+ 75 BOTTOM ELEV. = 351.78 10 -16+00 11+00 12+00 10+00 11+00 12+00 12+75 C-4 BOTTOM ELEV. 366 SECTION 364 362 360 358 356 354 352 350 348 1z nv A f%n 11 An 12 f%f% 12 75 3" TRAIL AVENUE TEMPORARY SUMP GO 364 SCALE: N.T.S 364 362 362 SECTION LEGEND: 360 36-0- LEGEND (CONT.)** LEGEND (CONT.): 358 358 N ABBREVIATIONS 356 .356 SCALE: N.T.S FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: 354 ,Kr%A %O%J-r CONSTRUCT TYPE *Bm CURB & GUTTER PER C.O.B. SID ST -1. 352 352 POINT ON VERTICAL CURVE or W 350 CN 348 348 BVIC BEGIN VERTICAL CURVE 346 'ZAP. ao 358 20' ELEV ELEVATION B.C.R. BEGIN CURB RETURN Lq END VERTICAL CURVE POINT OF INTERSECTION D STORM DRAIN -REFER TO SEWER & STORM DRAIN PLANS © APPROXIMATE Lq INSTALL. STREET SIGN PER C.O.B. STANDARD DETAIL T-1. DPROXAMAW S 1*00'2e W mool PRC POINT OF REVERSE CURVATURE Ld c; *,-PIPE SIZE Cl E)ISTING GROUND Ld 356 l Cbk g STORM DRAIN MANHOLE -REFER TO SEWER & STORM DRAIN PLANS Cl C> Q _j W Cl 6- + v- o APPROXIMATE TIC TP TOP OF CURB TOP OF PAVEMENT CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. G -GAS IR -IRRIGATION S -SEWER -354 O ,APPROXIMATE z 9 r ROU GRADE a. cn C> EXISTING E.P. PER RESPECTIVE STREET SECTION OR AS 10 < 352 I)OSTING GROUND+ W cn 0 imp 00 -4m o t "=g 5% tun) cn N 1'00'24' E 64.00' 00 ......... m + s T.O.S. TOP OF SUMP ...... z 04 N 1.00'24" E 7_0.OV AND SEWER DETAILS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20! TYPE *B* A.C. 020� rj rot APPR MATE N,* d OVER 0.40' AGGREGATE BASE OVER 0.50' O.G. TO BE 348 CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH PER EXISTING SURVEY MONUMENT W 346 ROU Gi GRADE CL Y) t C.O.B. STD. DET. ST -7 ON SHEET & EAST FLOWLINE cd 7,) 1" = 30, PER C.O.B. STD. ST -7. (UNLESS OTHERWISE NOTED) 3. GOSFORD ROAD - PAVEMENT TO BE 0.45' TYPE "A* A.C. 344 PAINT 10 LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS + FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. S=O.2:M OVER 0.60' AGGREGATE BASE OVER 1.45' COMPACTED O.G. TO N -PROPO§ED TEAPORARY SUMP , BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. SM. ST -9. W I W EXISTING UTILITY POLE TO BE RELOCATED. + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. EM OW WO I II ASE 1 REMOVE. WITH PH kSE 2 4. ALL CATCH BASINS TO BE TYPE *A7 WITH 3.6 OPENINGS x INN X: CL CL TEMPORARY IN RUCT W/F HASE 3 UWj W EAST FLOWLD IE g CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST-5(COLLECTORS/ARTERIALS) TEM ORARY SJMP nv A f%n 11 An 12 f%f% 12 75 3" TRAIL AVENUE TEMPORARY SUMP 364 364 SCALE: N.T.S 364 362 362 SECTION LEGEND: 360 36-0- LEGEND (CONT.)** LEGEND (CONT.): 358 358 N ABBREVIATIONS 356 .356 SCALE: N.T.S FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: 354 ,Kr%A %O%J-r CONSTRUCT TYPE *Bm CURB & GUTTER PER C.O.B. SID ST -1. 352 352 POINT ON VERTICAL CURVE 360 350 350 CN 348 348 BVIC BEGIN VERTICAL CURVE 346 'ZAP. -SEE nv A f%n 11 An 12 f%f% 12 75 3" %)UV TRAIL AVENUE SEE SHEET 4 I LO 00 1,: 364 FL D SECTION LEGEND: Of 358 LEGEND (CONT.)** LEGEND (CONT.): TEMPORARY SUMP N ABBREVIATIONS 350 SCALE: N.T.S FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: @ CURVE NUMBER FOR CURVE DESCRIPTION 362 CONSTRUCT TYPE *Bm CURB & GUTTER PER C.O.B. SID ST -1. FL FLOWLINE POVC POINT ON VERTICAL CURVE 360 'R1-1" - STOP -R26(CA)" - NO PARKING ANYTIME ITEM OF WORK SCHEDULE CN CL CENTERLINE BVIC BEGIN VERTICAL CURVE "R3 -7R" - RIGHT LANE MUST TURN RGHT -W31(CA)- - END -SEE 358 20' ELEV ELEVATION B.C.R. BEGIN CURB RETURN EVC Pi END VERTICAL CURVE POINT OF INTERSECTION D STORM DRAIN -REFER TO SEWER & STORM DRAIN PLANS TAPER NUMBER - SEE TABLE Lq INSTALL. STREET SIGN PER C.O.B. STANDARD DETAIL T-1. DPROXAMAW S 1*00'2e W mool PRC POINT OF REVERSE CURVATURE *,-PIPE SIZE CONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PLAN BC BEGIN CURVE 356 l Cbk g STORM DRAIN MANHOLE -REFER TO SEWER & STORM DRAIN PLANS S 1100'24" W 6400'g Q _j W Cl 6- EC END CURVE PIVC POINT OF INTERSECTION TIC TP TOP OF CURB TOP OF PAVEMENT CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. G -GAS IR -IRRIGATION S -SEWER -354 O ,APPROXIMATE z 9 311: Bm DRAIN PLANS NOTES: C> EXISTING E.P. PER RESPECTIVE STREET SECTION OR AS 10 P.O.C. POINT ON CURVE 352 I)OSTING GROUND+ 0) SEWER - REFER TO SEWER & STORM 0 imp 00 -4m o t cun) tun) ANGLE POINT CURB AND GUTTER N 1'00'24' E 64.00' 00 0Go0 m + 11 T.O.S. TOP OF SUMP _111z z 04 N 1.00'24" E 7_0.OV AND SEWER DETAILS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20! TYPE *B* A.C. 020� rj - i APPR MATE N,* d OVER 0.40' AGGREGATE BASE OVER 0.50' O.G. TO BE 348 CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH PER EXISTING SURVEY MONUMENT W 346 ROU Gi GRADE CL Y) t C.O.B. STD. DET. ST -7 ON SHEET & �ROIZH GRADE cd 7,) 1" = 30, PER C.O.B. STD. ST -7. (UNLESS OTHERWISE NOTED) 3. GOSFORD ROAD - PAVEMENT TO BE 0.45' TYPE "A* A.C. 344 PAINT 10 LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS + FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. S=O.2:M OVER 0.60' AGGREGATE BASE OVER 1.45' COMPACTED O.G. TO STANDARD SPECIFICATION PTH-62ALKYD. -PROPO§ED BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. SM. ST -9. EXISTING UTILITY POLE TO BE RELOCATED. + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. EM OW WO PR(POSED 4. ALL CATCH BASINS TO BE TYPE *A7 WITH 3.6 OPENINGS TEMPORARY IN RUCT W/F HASE 3 UWj W EAST FLOWLD IE g CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST-5(COLLECTORS/ARTERIALS) TEM ORARY SJMP PER C.O.B. STD. ST -14. 4: 4, EDGE OF PAVEMENT 5. ALL POWER POLES TO BE RELOCATED UNDERGROUND. INSTALL TYPE F FLEXIBLE POST CLASS 1 DELINEATOR PER C04STRUCT FURNISH & INSTALL STREET UGHT-9500 LUMEN TH PHASE 2 cuni wcn COORDINATE APPLICATION OF RELOCATION WITH CITY. CALTRANS STANDARD PLAN A73C. REMOVE TH PH 1 3 Ic INTERCONNECT CONDUIT 6. INSTALL W-31(CA) SIGN WITH OM4-3 MARKER AT THE PHASE *M* CL 0 - BOUNDARY WITHIN THE TRACT IF ADJACENT PHASE IS NOT CONSTRUCT TYPE FORMED MEDIAN CURB PER C.O.B. STD. DET. ST -18. A CONSTRUCTED SIMULTANEOUSLY. REMOVE AND SALVAGE THE %)UV TRAIL AVENUE SEE SHEET 4 I LO 00 1,: 364 FL D SECTION LEGEND: 358 LEGEND (CONT.)** LEGEND (CONT.): TEMPORARY SUMP Go ABBREVIATIONS 350 SCALE: N.T.S FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: @ CURVE NUMBER FOR CURVE DESCRIPTION 362 CONSTRUCT TYPE *Bm CURB & GUTTER PER C.O.B. SID ST -1. FL FLOWLINE POVC POINT ON VERTICAL CURVE 360 'R1-1" - STOP -R26(CA)" - NO PARKING ANYTIME ITEM OF WORK SCHEDULE CONSTRUCT 4.5 (LOCAL STREETS) CL CENTERLINE BVIC BEGIN VERTICAL CURVE "R3 -7R" - RIGHT LANE MUST TURN RGHT -W31(CA)- - END -SEE 358 20' ELEV ELEVATION B.C.R. BEGIN CURB RETURN EVC Pi END VERTICAL CURVE POINT OF INTERSECTION D STORM DRAIN -REFER TO SEWER & STORM DRAIN PLANS TAPER NUMBER - SEE TABLE INSTALL. STREET SIGN PER C.O.B. STANDARD DETAIL T-1. DPROXAMAW S 1*00'2e W mool PRC POINT OF REVERSE CURVATURE *,-PIPE SIZE CONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PLAN BC BEGIN CURVE 356 l Cbk g STORM DRAIN MANHOLE -REFER TO SEWER & STORM DRAIN PLANS S 1100'24" W 6400'g gR_ Cl 6- EC END CURVE PIVC POINT OF INTERSECTION TIC TP TOP OF CURB TOP OF PAVEMENT CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. G -GAS IR -IRRIGATION S -SEWER -354 W W OF VERTICAL CURVE GB 311: Bm DRAIN PLANS NOTES: !61 EXISTING E.P. PER RESPECTIVE STREET SECTION OR AS 10 P.O.C. POINT ON CURVE 352 0) in SO 00 0) SEWER - REFER TO SEWER & STORM 0 imp 00 -4m o t cun) tun) ANGLE POINT CURB AND GUTTER N 1'00'24' E 64.00' 00 0Go0 350 TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31(CA) SIGN AT PHASE/TRACT BOUNDARY. REMOVE 11 T.O.S. TOP OF SUMP _111z z 0 N 1.00'24" E 7_0.OV AND SEWER DETAILS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20! TYPE *B* A.C. aiii _.p AND SALVAGE SIGN WITH THE CONSTRUCTION OF ADJACENT PHASE. L d OVER 0.40' AGGREGATE BASE OVER 0.50' O.G. TO BE 348 CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH PER EXISTING SURVEY MONUMENT m 346 CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS E DETAIL A C.O.B. STD. DET. ST -7 ON SHEET & �ROIZH GRADE 7,) 1" = 30, PER C.O.B. STD. ST -7. (UNLESS OTHERWISE NOTED) 3. GOSFORD ROAD - PAVEMENT TO BE 0.45' TYPE "A* A.C. 344 PAINT 10 LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS + FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. m 111111® m 0 111110 TRACT BOUNDARY OVER 0.60' AGGREGATE BASE OVER 1.45' COMPACTED O.G. TO is q, ad 1,110 g c, ;fl 00 00"IRimi, Go LINDEN TREE AVENUE SEE SHEET 5 CANYON TRAIL AVENUE SEE SHEET 4 I LO 00 1,: 10+00 11+00 FL 12+00 12+75 LEGEND: 358 LEGEND (CONT.)** LEGEND (CONT.): CONSTRUCTION NOTES: Go ABBREVIATIONS 350 R1-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: @ CURVE NUMBER FOR CURVE DESCRIPTION O CONSTRUCT TYPE *Bm CURB & GUTTER PER C.O.B. SID ST -1. FL FLOWLINE POVC POINT ON VERTICAL CURVE 'R1-1" - STOP -R26(CA)" - NO PARKING ANYTIME ITEM OF WORK SCHEDULE CONSTRUCT 4.5 (LOCAL STREETS) CL CENTERLINE BVIC BEGIN VERTICAL CURVE "R3 -7R" - RIGHT LANE MUST TURN RGHT -W31(CA)- - END -SEE COMBINATION SIDEWALK PER C.O.B. STD ST -5. 20' ELEV ELEVATION B.C.R. BEGIN CURB RETURN EVC Pi END VERTICAL CURVE POINT OF INTERSECTION D STORM DRAIN -REFER TO SEWER & STORM DRAIN PLANS TAPER NUMBER - SEE TABLE INSTALL. STREET SIGN PER C.O.B. STANDARD DETAIL T-1. DPROXAMAW E.C.R. END CURB RETURN PRC POINT OF REVERSE CURVATURE *,-PIPE SIZE CONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PLAN BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE 0 STORM DRAIN MANHOLE -REFER TO SEWER & STORM DRAIN PLANS 41-W UTILITY: W -WATER D -DRAIN R.S.P. A88A, 2002 RSP CASE *A*. Cl 6- EC END CURVE PIVC POINT OF INTERSECTION TIC TP TOP OF CURB TOP OF PAVEMENT CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. G -GAS IR -IRRIGATION S -SEWER CONSTRUCT 6' BLOCK WALL PER WALL CONSTRUCTION PLANS. OF VERTICAL CURVE GB GRADE BREAKQSAWCUT ISTING G ?OUND DRAIN PLANS NOTES: EXISTING E.P. PER RESPECTIVE STREET SECTION OR AS P.O.C. POINT ON CURVE R/W RIGHT-OF-WAY S SEWER - REFER TO SEWER & STORM 0 DIRECTED BY ENGINEER. PA PROPERTY LINE E.P. EDGE OF PAVEMENT A.P. C/G ANGLE POINT CURB AND GUTTER Uj SEWER MANHOLE -REFER SEWER & STORM DRAIN PLANS. 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN QINSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31(CA) SIGN AT PHASE/TRACT BOUNDARY. REMOVE w T.O.S. TOP OF SUMP < 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. AND SEWER DETAILS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20! TYPE *B* A.C. aiii _.p AND SALVAGE SIGN WITH THE CONSTRUCTION OF ADJACENT PHASE. FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. d OVER 0.40' AGGREGATE BASE OVER 0.50' O.G. TO BE a. CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH PER EXISTING SURVEY MONUMENT m cn CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. U! C.O.B. STD. DET. ST -7 ON SHEET & �ROIZH GRADE PER C.O.B. STD. ST -7. (UNLESS OTHERWISE NOTED) 3. GOSFORD ROAD - PAVEMENT TO BE 0.45' TYPE "A* A.C. 0 PAINT 10 LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS + FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. m 111111® m 0 111110 TRACT BOUNDARY OVER 0.60' AGGREGATE BASE OVER 1.45' COMPACTED O.G. TO STANDARD SPECIFICATION PTH-62ALKYD. -PROPO§ED BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. SM. ST -9. EXISTING UTILITY POLE TO BE RELOCATED. + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. EM OW WO PHASE BOUNDARY 4. ALL CATCH BASINS TO BE TYPE *A7 WITH 3.6 OPENINGS TEMPORARY CONS I RUCT W/F HASE 3 UWj W CENTERLINE PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. g CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST-5(COLLECTORS/ARTERIALS) --C>- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. 4: 4, EDGE OF PAVEMENT 5. ALL POWER POLES TO BE RELOCATED UNDERGROUND. INSTALL TYPE F FLEXIBLE POST CLASS 1 DELINEATOR PER FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. ST -14. cc < COORDINATE APPLICATION OF RELOCATION WITH CITY. CALTRANS STANDARD PLAN A73C. Ic INTERCONNECT CONDUIT 6. INSTALL W-31(CA) SIGN WITH OM4-3 MARKER AT THE PHASE *M* SECTION LETTER , BOUNDARY WITHIN THE TRACT IF ADJACENT PHASE IS NOT CONSTRUCT TYPE FORMED MEDIAN CURB PER C.O.B. STD. DET. ST -18. A CONSTRUCTED SIMULTANEOUSLY. REMOVE AND SALVAGE THE SECTION DESIGNATION SIGN WITH CONSTRUCTION OF ADJACENT PHASE. �sFURNISH & INSTALL INTERCONNECT CONDUIT & PULL BOXES PER SHEET WHERE 2 PER C.O.B. STD. DET. T-33. SECTION IS SHOYM is q, ad 1,110 g c, ;fl 00 00"IRimi, Go LINDEN TREE AVENUE SEE SHEET 5 CANYON TRAIL AVENUE SEE SHEET 4 I LO 00 1,: FL is q, ad 1,110 g c, ;fl 00 00"IRimi, Go LINDEN TREE AVENUE SEE SHEET 5 CANYON TRAIL AVENUE SEE SHEET 4 I LO 00 1,: 362 360 358 356 354 Go 352 350 13 348 346 344 Ln 00 _T 00-7 cC> 5 in ILq 20' W 30" 1 30' -Il 1 7 1 c) c, N01'00'24"E 280.00' C14 W 00 00 _(�)TR/W Z -::c c*4 4 ce if 16 _j I cno C> =:;z a: 10 1 C> I W 0 + 10 cil C1 t C> C> 8 cs 0) +V) Z m 00 J � < :) < -4 cs U: C3 LI: 0 LL: 0 z 8 a m -47i 0 W a za 8 8 8 c. U) ro 0 4L> 0 cs =!� 0 1 R A- co00 z U- 1* 0 14- z 00 m T T _j a F= < 5' C1 Cl + + Uj C14 51!cootsW a; W_ � -0:: + + 20' 15 ck� IN 0) c 20'' 1 C.3 4_ 1-120 30TT _3C a- cn V) Z 06 cn 301 1 301ti - ii.- LLJ (I ds H U) cn 0 LINDEN TREE AVENUE CANYON TRAIL AVENUE 0 V) SEE SHEET 5 SEE SHEET 4 m MISTY W ATER WAY STA. 10+00.0.0 C.L. TO 12+80.00 C.L. SCALE: 1 = 50 HORIZONTAL 1 = 5' VERTICAL c zo LO 0wo %)Vat I LO 00 1,: 362 360 358 356 354 352 350 5$ 348 346 344 c t�V 10+00 %jult 362 360 358 356 354 352 • 350 348 346 1z %;Vlt 362 360 358 356 354 352 350 348 346 7 A A 11+00 12+00 12+75 zo LO Go I LO 00 1,: iii U3 cC> in ILq 1 W A DPROXAMAW 4- < c; Cl Cl 6- PRnyi d 1*EN + ISTING G ?OUND m + + 0 W cnv Uj C-4 APP )XIMATE 0- w < aiii _.p [ W d APP?OXIMATE a. En m cn .......... ................ U! cn �ROIZH GRADE -PROPO§ED y SUMP ffl,3 NeN EAST FLOWLINE PROPO WF -51 FLOWLINE TEMPORARY CONS I RUCT W/F HASE 3 UWj W CONS TF UCT W/P1 WOOVE WAHASE 4cn 4: 4, REMOVE W/PIIASE 4 cc < 0- im, CL g, t�V 10+00 %jult 362 360 358 356 354 352 • 350 348 346 1z %;Vlt 362 360 358 356 354 352 350 348 346 7 A A 11+00 12+00 12+75 44 10+00 TEMPORARY SUMP CALCULATIONS: VOLUME REQUIRED: 0.08 AF AREA: 1.34 AC, C=0.4 (1.34)(0.4)(0.15) = 0.08 AF VOLUME PROVIDED: 0.085 AF AREA(MID): (67X37)/43560= 0.057 AC 0.056 X 1.5 0.085 AF V -KA' 3' K'F SECTION TEMPORARY SUMP Q..") SCALE: N.T.S 11+00 %;Vat 362 360 358 356 354 352 350 348 346 344 12+00 12+75 SCALE: 1 50' 50' 25' 0* 50' 100, Know what's below. Call before you dim zo LO I LO 00 1,: iii U3 cC> in c; A DPROXAMAW 4- or Uj cn APP )XIMATE 0- w ROU IGRADE .......... ................ or -PROPO§ED EAST FLOWLINE TEMPORARY SUMP CONS TF UCT W/P1 IASE 3 LU cn cn REMOVE W/PIIASE 4 cc < 0- im, CL g, 44 10+00 TEMPORARY SUMP CALCULATIONS: VOLUME REQUIRED: 0.08 AF AREA: 1.34 AC, C=0.4 (1.34)(0.4)(0.15) = 0.08 AF VOLUME PROVIDED: 0.085 AF AREA(MID): (67X37)/43560= 0.057 AC 0.056 X 1.5 0.085 AF V -KA' 3' K'F SECTION TEMPORARY SUMP Q..") SCALE: N.T.S 11+00 %;Vat 362 360 358 356 354 352 350 348 346 344 12+00 12+75 SCALE: 1 50' 50' 25' 0* 50' 100, Know what's below. Call before you dim CANYON TRAIL AVENUE SEE SHEET 4 Susan;;;= Y =ED, 628N9 909e9 ED I U W W Cn 0:0 1 �,�(Ty P PHA SE a C) M ICZPAC1 rx F_: I t_4 �_zC1 71) 831 7:1 W _j __j 00 C1 a 00 C1 co cn =1 z co Cn 2 3 ei& 1 04 C14 C*j Uj 4 5 7 59 -j 1 6 M U: 0 i _j J z C5= Lo in LU _Ij > 20' U_ _j < j. < + zr-f- U: >_ u: 4 U_ ii: U_ 6 u: LA: u: C3 U: 3cf + 0 U: LL: C� rl� rl� _j CS r1f C� _t! C; C; C> a C1 to C1 CD M U-) CD C3 M M++ 00 9 C� C; 6 6 CD 0) C) C1CjeQ 0 C1 _j + C4 + n Ui a ClO 8 6 -4 �j � N -i < CD Q2 -q- Ui 2:1 U) In r- im 9 0 6 C; Cq W 00 C> < Cq do +± + + C> CD (n C'n + .4 Cq + + + r- + C4 + Cn + + + +N M + + I— < CN N CN C4 /01 6 0 W LLI 0 Cn (n z 3 V) Z _j U_ CD U: C3 C; Cn W 0: 0- W , Ain ja < Cn + + Cq 3 Cn co K/W V) W Cd (n Cl) Cl) Cl) co V),� �cjX ((n Cn U) T Oxo N Cn 4 F, A N01W247E 2 V 8"S VCD(Typ.) 2 Q C> S. r4) 2 .-S 11+00. .7 12+00 S 87S 1 1 28 1 OWO S- 8 (T) 3670• 15+00- M� - - U -N01100'24 -E D (n 3 Lo 36FID 10 4 4 1 280.00' 4 MR' - -N,15, _30 Olt-, WRENN V 00 7 Cn 1IN Go L 5' R/W STA. 16+32.51, F.L. 00 It'll 2 20' .-_____ Go m z L 30'_11 DRIVEWAY 41 30 30 1:0 J. "N", 40 99 8 STA. 16+47.51 11,11, 'o 8 16 C4 2qg C1 + 1 ''/� C4 C*4 C5 Cq T' �9 Cq J I J 2 C3 U: Vim M _j J J 0 LL: _j I I - - - - - - LL: 4 d LA: t C> a 1, 0 U: P.R.C. 5f C1 a C> 8 + 00mom- co 8 0 C1 STA. 15+82.65 C.L. 87.05 RT. A= z 8 8 !g CS STA. 16+71.00 F.L. C5 < g ug Q C) a C14 C-4 5f 20, T2o + + + + cwc + + + + tR) to 5' E.C. 301 130, 29 a:.- I Iv. 0:• W 9 1 20' 4 C to>:. 2 < -2 t L. . _ - C> < __2v - 3 Im 45 Cn (n I �-: 2 STA. 15+80.00 C.L. 100.40 RT. Cn W Cn Ed in (n 301 1 30, 0 (n STA. 16+84.70 F.L. T CANYON TRAIL AVENUE BRISTOL SPRING AVENUE BANDELIER DRIVE SEE SHEET 4 SEE SHEET 2 SEE SHEET 2 368 366 364 362 360 358 356 354 352 350 1z a CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA Ir 20.00' 31.42' 20.06 90WOO` 35 -35.OV 1,3.70' 6.94! 22*2542� 352 84.00- 197.71' 202.08' 13C51#2e 7A A 35.0V . 54.98' . .35.00' .90*00'00r 7 23 LINDEN TREE AVENUE SEE SHEET 5 IL 20l'.:_ 1 ', 20' 11 IF -znl I Cn(n z (n Cn V21W• -S LINDEN TREE AVENUE SEE SHEET 5 (;KhhK bhNU UKIVh JUbHUA IKI=lz WWWAY STA. 10+00-00 C.L. TO 15+60.00 C.L. STA. 14+20.00 C.L. TO 15+60.00 C.L. SCALE: 1 = 50' HORIZONTAL SCALE: 1" = 50' HORIZONTAL 1 = 5' VERTICAL 1 = 5' VERTICAL Jult 366 362 W 360 Ir 6 < 356 OZ 35 356 352 J 350 352 348 C1 Cl 346 0 0 7A A NC;r to co + LO to 7 z <, CONSTRUCT 4.5- (LOCAL STREETS) Ni CL CENTERLINE 8 BEGIN VERTICAL CURVE "R3 -7R"- rdGHT LANE MUST TURN RGHT -W31(CAr - END 9 COMBINATION SIDEWALK PER C.O.B. SM ST -5. Cn(n z (n Cn V21W• -S LINDEN TREE AVENUE SEE SHEET 5 (;KhhK bhNU UKIVh JUbHUA IKI=lz WWWAY STA. 10+00-00 C.L. TO 15+60.00 C.L. STA. 14+20.00 C.L. TO 15+60.00 C.L. SCALE: 1 = 50' HORIZONTAL SCALE: 1" = 50' HORIZONTAL 1 = 5' VERTICAL 1 = 5' VERTICAL "T 10+00 368 366 364 362 360 358 356 354 352 350 7AG 7&0 7&A 7&A Ovo Jult 366 362 364 360 362 358 360 356 3-5-8 35 356 352 354 350 352 348 350 346 7AC 7A A POINT ON VERTICAL CURVE *R1-1* - STOP *R26(CA)* - NO PARKING ANYTIME ITEM OF WORK - SEE SCHEDULE CONSTRUCT 4.5- (LOCAL STREETS) CL CENTERLINE BVC BEGIN VERTICAL CURVE "R3 -7R"- rdGHT LANE MUST TURN RGHT -W31(CAr - END COMBINATION SIDEWALK PER C.O.B. SM ST -5. • ELEV ELEVATION B.C.R. BEGIN CURB RETURN EVC PI END I VERTICAL CURVE POINT OF INTERSECTION D STORM DRAIN - REFER TO SEWER& STORM DRAIN PLANS <�> TAPER NUMBER - SEE TABLE INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. SCALE: 1'$ 50" E.C.R. END CURB RETURN PRC POINT OF REVERSE CURVATURE 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS # ND CONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PLAN *A". 50' 25' 00 50' 100' BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE 4.!W UTILITY: W -WATER D -DRAIN R.S.P. A88A, 2002 RSP CASE EC END CURVE PIVC POINT OF INTERSECTION TIC TIP TOP OF CURB TOP OF PAVEMENT cir CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. G -GAS IR -IRRIGATION S -SEWER CONSTRUCT 6' BLOCK WALL PER WALL CONSTRUCTION PLANS. MENEM GB GRADE BREAK SEWER REFER TO SEWER! & DRAIN PLANS NOTES*- SAWCUT EXISTING E.P. PER RESPECTIVE STREET SECTION OR AS P.O.C. POINT ON CURVE R/W RIGHT-OF-WAY S - STORM DIRECTED BY ENGINEER. P/L PROPERTY LINE E.P. EDGE OF PAVEMENT A.P. C/G ANGLE POINT CURB AND GUTTER SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31(CA) SIGN AT PHASE/TRACT BOUNDARY. REMOVE T.O.S. TOP OF SUMP SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. AND SEWER DETAILS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE V A.C. AND SALVAGE SIGN WITH THE CONSTRUCTION OF ADJACENT PHASE. C; L4 !:!Jj FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. OVER 0.40' AGGREGATE BASE OVER 0.50' O.G. TO BE CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH PER L4 EXISTING SURVEY MONUMENT fg-7, A 'g CONSTRUCT 18BOTTOM WIDTH DRIVEWAY W/3' WINGS U C.O.B. STD. DET. ST -7 ON SHEET 8. LH L4 PER C.O.B. SM. ST -7. (UNLESS OTHERWISE NOTED) 3. GOSFOIRD ROAD - PAVEMENT TO BE 0.45' TYPE *A* A.C. Uj + FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. N M �� N a N TRACT BOUNDARY OVER O.W AGGREGATE BASE OVER 1.4V COMPACTED O.G. TO, STANDARD SPECIFICATION PTH-02AIXYD. BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 10 9 EXISTING UTILITY POLE TO BE RELOCATED. C> + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. M MW W= SM EM M PHASE BOUNDARY 4. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS Ci C> C; u: CENTERLINE PER C.O.B. SM. D-14, UNLESS NOTED OTHERWISE. 11 CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STI) ST-!(COLLECTORS/ARTERIALS) Know what's below. FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. STD. ST -14. tA A EDGE EDGE OF PAVEMENT 5. ALL POWER! POLES TO BE RELOCATED UNDERGROUND. 6 INSTALL TYPE F FLEXIBLE POST CLASS 1 DELINEATOR PER Cal C; C; PER C.O.B. STD. ST -14. COORDINATE APPLICATION OF RELOCATION WITH CITY. CALTRANS STANDARD PLAN A73C. you + Ic INTERCONNECT CONDUIT 0! W 00 "M" + SECION LETTER BOUNDARY WITHIN THE TRACT IF ADJACENT PHASE IS NOT �9 CONSTRUCT TYPE FORMED MEDIAN CURB PER C.O.B. STID. IDET. ST -18. W M CO aW -t 14 - APPROX IEXISTIN( MATE GROUND& 2 61 00 + Ph LO 1 4 ei <* APPROXIMATE SECTION IDESIGNAT1ION 1EXISTING; GROUNDI FURNISH & INSTALL INTERCONNECT CONDUIT & PULL BOXES PER 6.< -7 W - v < .4 43< . 1— 1 C3 Lq Uj (n <* AtT 0- W L-3 ta ow^-nr"@ a^ e"mami __-APPROXIMATE 1EXISTING GROUND Cn 0C ID V) L 1= 54.91T APPRO) rftn^ 11Fv MATE (3 Lj Cn L SS= -025X- ......... =0.25% S=0.22 .%) 0.11070 -PROPOSED EAST I 1OWLINE LO tn PROPOSED WEST E FLOWLIN. PROPOSED WEST FLOWLINEF Lq LH, >; "T 10+00 368 366 364 362 360 358 356 354 352 350 7AG 7&0 7&A 7&A Ovo Jult 366 362 364 360 362 358 360 356 3-5-8 35 356 352 354 350 352 348 350 346 7AC 7A A Oult 362 360 358 356 354 352 350 348 346 7A A %;Iru %JIM %Jlrlr 11+00 12+00 13+00 14+00 15+00 16+00 17+00 14+00 15+00 15+50 Jult 366 362 364 360 362 358 360 356 358 354 356 352 354 350 352 3 350 346 "ZAC 7AA POINT ON VERTICAL CURVE *R1-1* - STOP *R26(CA)* - NO PARKING ANYTIME ITEM OF WORK - SEE SCHEDULE CONSTRUCT 4.5- (LOCAL STREETS) CL CENTERLINE BVC BEGIN VERTICAL CURVE "R3 -7R"- rdGHT LANE MUST TURN RGHT -W31(CAr - END COMBINATION SIDEWALK PER C.O.B. SM ST -5. • ELEV ELEVATION B.C.R. BEGIN CURB RETURN EVC PI END I VERTICAL CURVE POINT OF INTERSECTION D STORM DRAIN - REFER TO SEWER& STORM DRAIN PLANS <�> TAPER NUMBER - SEE TABLE INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. SCALE: 1'$ 50" E.C.R. END CURB RETURN PRC POINT OF REVERSE CURVATURE 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS # ND CONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PLAN *A". 50' 25' 00 50' 100' BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE 4.!W UTILITY: W -WATER D -DRAIN R.S.P. A88A, 2002 RSP CASE EC END CURVE PIVC POINT OF INTERSECTION TIC TIP TOP OF CURB TOP OF PAVEMENT cir CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. G -GAS IR -IRRIGATION S -SEWER CONSTRUCT 6' BLOCK WALL PER WALL CONSTRUCTION PLANS. MENEM Oult 362 360 358 356 354 352 350 348 346 7A A %;Iru %JIM %Jlrlr 11+00 12+00 13+00 14+00 15+00 16+00 17+00 14+00 15+00 15+50 10+00 Jvo Jult 366 362 364 360 362 358 360 356 358 354 356 352 354 350 352 3 350 346 "ZAC 7AA POINT ON VERTICAL CURVE *R1-1* - STOP *R26(CA)* - NO PARKING ANYTIME ITEM OF WORK - SEE SCHEDULE CONSTRUCT 4.5- (LOCAL STREETS) CL CENTERLINE BVC BEGIN VERTICAL CURVE "R3 -7R"- rdGHT LANE MUST TURN RGHT -W31(CAr - END COMBINATION SIDEWALK PER C.O.B. SM ST -5. ELEV ELEVATION B.C.R. BEGIN CURB RETURN EVC PI END I VERTICAL CURVE POINT OF INTERSECTION D STORM DRAIN - REFER TO SEWER& STORM DRAIN PLANS <�> TAPER NUMBER - SEE TABLE INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. SCALE: 1'$ 50" E.C.R. END CURB RETURN PRC POINT OF REVERSE CURVATURE 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS /-PIPE SIZE CONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PLAN *A". 50' 25' 00 50' 100' BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE 4.!W UTILITY: W -WATER D -DRAIN R.S.P. A88A, 2002 RSP CASE EC END CURVE PIVC POINT OF INTERSECTION TIC TIP TOP OF CURB TOP OF PAVEMENT cir CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. G -GAS IR -IRRIGATION S -SEWER CONSTRUCT 6' BLOCK WALL PER WALL CONSTRUCTION PLANS. MENEM GB GRADE BREAK SEWER REFER TO SEWER! & DRAIN PLANS NOTES*- SAWCUT EXISTING E.P. PER RESPECTIVE STREET SECTION OR AS P.O.C. POINT ON CURVE R/W RIGHT-OF-WAY S - STORM DIRECTED BY ENGINEER. P/L PROPERTY LINE E.P. EDGE OF PAVEMENT A.P. C/G ANGLE POINT CURB AND GUTTER SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31(CA) SIGN AT PHASE/TRACT BOUNDARY. REMOVE T.O.S. TOP OF SUMP SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. AND SEWER DETAILS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE V A.C. AND SALVAGE SIGN WITH THE CONSTRUCTION OF ADJACENT PHASE. !:!Jj FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. OVER 0.40' AGGREGATE BASE OVER 0.50' O.G. TO BE CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH PER L4 EXISTING SURVEY MONUMENT fg-7, A 'g CONSTRUCT 18BOTTOM WIDTH DRIVEWAY W/3' WINGS U C.O.B. STD. DET. ST -7 ON SHEET 8. LH PER C.O.B. SM. ST -7. (UNLESS OTHERWISE NOTED) 3. GOSFOIRD ROAD - PAVEMENT TO BE 0.45' TYPE *A* A.C. PAINT 112" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS + FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. N M �� N a N TRACT BOUNDARY OVER O.W AGGREGATE BASE OVER 1.4V COMPACTED O.G. TO, STANDARD SPECIFICATION PTH-02AIXYD. BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 10 9 EXISTING UTILITY POLE TO BE RELOCATED. C> + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. M MW W= SM EM M PHASE BOUNDARY 4. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS Ci C> CENTERLINE PER C.O.B. SM. D-14, UNLESS NOTED OTHERWISE. 11 CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STI) ST-!(COLLECTORS/ARTERIALS) Know what's below. FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. STD. ST -14. tA A EDGE EDGE OF PAVEMENT 5. ALL POWER! POLES TO BE RELOCATED UNDERGROUND. 6 INSTALL TYPE F FLEXIBLE POST CLASS 1 DELINEATOR PER Cal I before dig. FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. ST -14. COORDINATE APPLICATION OF RELOCATION WITH CITY. CALTRANS STANDARD PLAN A73C. you Ic INTERCONNECT CONDUIT 6. INSTALL W-31(CA) SIGN WITH OM4-3 MARKER AT THE PHASE "M" + SECION LETTER BOUNDARY WITHIN THE TRACT IF ADJACENT PHASE IS NOT �9 CONSTRUCT TYPE FORMED MEDIAN CURB PER C.O.B. STID. IDET. ST -18. CO aW -t 14 - APPROX IEXISTIN( MATE GROUND& 2 61 Ph LO 1 4 ei <* APPROXIMATE SECTION IDESIGNAT1ION 1EXISTING; GROUNDI FURNISH & INSTALL INTERCONNECT CONDUIT & PULL BOXES PER 6.< -7 Ci - < .4 43< . 1— 1 C3 Lq Lt l r- Cn ow^-nr"@ a^ e"mami Cd Cn ID V) L 1= 54.91T S=0.22 .%) -PROPOSED EAST I 1OWLINE LO tn -PROPOSED EAST FLOWLINE Lq LH, >; 10+00 Jvo Jult 366 362 364 360 362 358 360 356 358 354 356 352 354 350 352 3 350 346 "ZAC 7AA Jult 362 360 358 356 354 352 3-5-0 348 346 7AA "Plru 11+00 12+00 13+00 14+00 15+00 16+00 14+00 15+00 15+50 Adfiwt RIW or obtak 40' 4.0' mire eamEnt to accafroome 6.0" Min. W dwffi of wro&* In mfa - 2ff max 1.0- up L 6. 0& Min. SEC77ON '�-A Mon - 1. N wwknmsho and materiels shaft cmkm to Eqwsko jmt raw mat" .0aff consist of preformed strips of the q#ica* sechbas of the *wfficatims milftled &v* msftt mpowd that conform to Me reg0amis of the Stott of mmil, 4atmi Of Trawwayn $twnkvd $tomb* 4w*atkne henvafter kmo as .0. Swats of 9*&9 &W "roach b* ranowd & mbmwt *Stwdr& 4ped&vffw*, armt City &Wowd afflo. &W be =mt at the ftbof ramous as dvded by ft City 2. A affwl S&wt Permft ksmed by the City of Enphem. The section bebg remmed &W be a mkkmo of 50'14 &*MW ftk fth 04mbmt must MWOMY lwglh end somls shah *Fp *0 aWq j*t or son Ike a# wa* Whk the City` t -of -my. ReXamml " cookim in 6newim and locohm to the adflcwt J. SlAytv* she# be constweled true to P* and **Ikg kpvw#efi1s wdm am secft and empaded to 90X of nvxknm d 10 Sections bft rq1xed may be panned agabst #*tkv pamml, derrsfty as deter d by ASTM 0-1557 to a Apth of ff in gw cawww ad with the prior "vow Of the city 6- h*ff top of xdqvA Em, 7nr Oftm Me abbW powmt shd7 be sorcut a minim 4. Concrete for *be Wroach she# coakim to the of 20' from the *e of concrete or as *easel Powment patch reo*wwts of the Stodard Vedkobba for minor shad confalm to the WkMents of stodod woo ST- it conemle (n* ewwt content 505 bleu )) it OA and gutter and h* of wooch &W be poured Cmmle &W contain no addhm a prior wpowle(y, not moav1#hkaVv. W"W is ou" fivM ft air Enow. 12. Nv'diw vWouch congrudko shaN be permftted in *set or 5 raher km &W be wfaced on Me side aced ctd arty C" returns next to On omaek &W &W not be lasslassOw L5 AU ofterbe welted b*q =fted fans 11 Edge of *ft qpvock &W be a mei of 25'*vm adient kt Ike. ely prig' to ptatceyrtertf ate. 14 E*ft orb, If h _qW con0m may be smut and removed 6 CooWe &W be hw*d xvwffi, edged and ffm rwb art's to accoamMe cW*uC1%v of now re otk# Wve ow if, Of &VOM am hmmkwy ofter, sniowng, qproacb or wMff*g of exkft 4Wwh oopond xrkm &W recdiv a w1bm qpkvft of *We 4wled whig hed confomhg to the stalaw 4Wdkqtb4nwv of me C"vto shag he kept most unif the cwkg cwypmd IS, W" 7. EWffro� J*ts sh&W be cmftcled at both 25 elk */* Of=h. 160017ed #w J*t.% 20- *w, .,*a# he #&W of center of "rood and at 10 6' maximum h7tv Ws raid as &vrted by the City &gkoff. 45*t,W. tv 11 STANDARD ORM 12/13M/0 SINGLE FAMILY RESIDENTIAL Q"w& Lumm" DRIVE APPROACH SM1 ft My OIM ST -7 LA:C~ Cwf 8000MMM PMUC WOW awm7muff LEGEND: LEGEND, (CONT.: LEGEND (CON CONSTRUCTION NOTES: ABBREVIATIONS R1-1 i FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: @ CURVE NUMBER FOR CURVE DESCRIP11ON CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. SM ST -11. FLFLOWLINE POVC POINT ON VERTICAL CURVE *R1-1* - STOP *R26(CA)* - NO PARKING ANYTIME ITEM OF WORK - SEE SCHEDULE CONSTRUCT 4.5- (LOCAL STREETS) CL CENTERLINE BVC BEGIN VERTICAL CURVE "R3 -7R"- rdGHT LANE MUST TURN RGHT -W31(CAr - END COMBINATION SIDEWALK PER C.O.B. SM ST -5. ELEV ELEVATION B.C.R. BEGIN CURB RETURN EVC PI END I VERTICAL CURVE POINT OF INTERSECTION D STORM DRAIN - REFER TO SEWER& STORM DRAIN PLANS <�> TAPER NUMBER - SEE TABLE INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. SCALE: 1'$ 50" E.C.R. END CURB RETURN PRC POINT OF REVERSE CURVATURE 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS /-PIPE SIZE CONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PLAN *A". 50' 25' 00 50' 100' BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE 4.!W UTILITY: W -WATER D -DRAIN R.S.P. A88A, 2002 RSP CASE EC END CURVE PIVC POINT OF INTERSECTION TIC TIP TOP OF CURB TOP OF PAVEMENT cir CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. G -GAS IR -IRRIGATION S -SEWER CONSTRUCT 6' BLOCK WALL PER WALL CONSTRUCTION PLANS. MENEM GB GRADE BREAK Jult 362 360 358 356 354 352 3-5-0 348 346 7AA "Plru 11+00 12+00 13+00 14+00 15+00 16+00 14+00 15+00 15+50 Adfiwt RIW or obtak 40' 4.0' mire eamEnt to accafroome 6.0" Min. W dwffi of wro&* In mfa - 2ff max 1.0- up L 6. 0& Min. SEC77ON '�-A Mon - 1. N wwknmsho and materiels shaft cmkm to Eqwsko jmt raw mat" .0aff consist of preformed strips of the q#ica* sechbas of the *wfficatims milftled &v* msftt mpowd that conform to Me reg0amis of the Stott of mmil, 4atmi Of Trawwayn $twnkvd $tomb* 4w*atkne henvafter kmo as .0. Swats of 9*&9 &W "roach b* ranowd & mbmwt *Stwdr& 4ped&vffw*, armt City &Wowd afflo. &W be =mt at the ftbof ramous as dvded by ft City 2. A affwl S&wt Permft ksmed by the City of Enphem. The section bebg remmed &W be a mkkmo of 50'14 &*MW ftk fth 04mbmt must MWOMY lwglh end somls shah *Fp *0 aWq j*t or son Ike a# wa* Whk the City` t -of -my. ReXamml " cookim in 6newim and locohm to the adflcwt J. SlAytv* she# be constweled true to P* and **Ikg kpvw#efi1s wdm am secft and empaded to 90X of nvxknm d 10 Sections bft rq1xed may be panned agabst #*tkv pamml, derrsfty as deter d by ASTM 0-1557 to a Apth of ff in gw cawww ad with the prior "vow Of the city 6- h*ff top of xdqvA Em, 7nr Oftm Me abbW powmt shd7 be sorcut a minim 4. Concrete for *be Wroach she# coakim to the of 20' from the *e of concrete or as *easel Powment patch reo*wwts of the Stodard Vedkobba for minor shad confalm to the WkMents of stodod woo ST- it conemle (n* ewwt content 505 bleu )) it OA and gutter and h* of wooch &W be poured Cmmle &W contain no addhm a prior wpowle(y, not moav1#hkaVv. W"W is ou" fivM ft air Enow. 12. Nv'diw vWouch congrudko shaN be permftted in *set or 5 raher km &W be wfaced on Me side aced ctd arty C" returns next to On omaek &W &W not be lasslassOw L5 AU ofterbe welted b*q =fted fans 11 Edge of *ft qpvock &W be a mei of 25'*vm adient kt Ike. ely prig' to ptatceyrtertf ate. 14 E*ft orb, If h _qW con0m may be smut and removed 6 CooWe &W be hw*d xvwffi, edged and ffm rwb art's to accoamMe cW*uC1%v of now re otk# Wve ow if, Of &VOM am hmmkwy ofter, sniowng, qproacb or wMff*g of exkft 4Wwh oopond xrkm &W recdiv a w1bm qpkvft of *We 4wled whig hed confomhg to the stalaw 4Wdkqtb4nwv of me C"vto shag he kept most unif the cwkg cwypmd IS, W" 7. EWffro� J*ts sh&W be cmftcled at both 25 elk */* Of=h. 160017ed #w J*t.% 20- *w, .,*a# he #&W of center of "rood and at 10 6' maximum h7tv Ws raid as &vrted by the City &gkoff. 45*t,W. tv 11 STANDARD ORM 12/13M/0 SINGLE FAMILY RESIDENTIAL Q"w& Lumm" DRIVE APPROACH SM1 ft My OIM ST -7 LA:C~ Cwf 8000MMM PMUC WOW awm7muff I wm� 00 0 Uj co ill LEGEND: LEGEND, (CONT.: LEGEND (CON CONSTRUCTION NOTES: ABBREVIATIONS R1-1 i FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: @ CURVE NUMBER FOR CURVE DESCRIP11ON CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. SM ST -11. FLFLOWLINE POVC POINT ON VERTICAL CURVE *R1-1* - STOP *R26(CA)* - NO PARKING ANYTIME ITEM OF WORK - SEE SCHEDULE CONSTRUCT 4.5- (LOCAL STREETS) CL CENTERLINE BVC BEGIN VERTICAL CURVE "R3 -7R"- rdGHT LANE MUST TURN RGHT -W31(CAr - END COMBINATION SIDEWALK PER C.O.B. SM ST -5. ELEV ELEVATION B.C.R. BEGIN CURB RETURN EVC PI END I VERTICAL CURVE POINT OF INTERSECTION D STORM DRAIN - REFER TO SEWER& STORM DRAIN PLANS <�> TAPER NUMBER - SEE TABLE INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. SCALE: 1'$ 50" E.C.R. END CURB RETURN PRC POINT OF REVERSE CURVATURE 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS /-PIPE SIZE CONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PLAN *A". 50' 25' 00 50' 100' BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE 4.!W UTILITY: W -WATER D -DRAIN R.S.P. A88A, 2002 RSP CASE EC END CURVE PIVC POINT OF INTERSECTION TIC TIP TOP OF CURB TOP OF PAVEMENT cir CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. G -GAS IR -IRRIGATION S -SEWER CONSTRUCT 6' BLOCK WALL PER WALL CONSTRUCTION PLANS. OF VERTICAL CURVE GB GRADE BREAK SEWER REFER TO SEWER! & DRAIN PLANS NOTES*- SAWCUT EXISTING E.P. PER RESPECTIVE STREET SECTION OR AS P.O.C. POINT ON CURVE R/W RIGHT-OF-WAY S - STORM DIRECTED BY ENGINEER. P/L PROPERTY LINE E.P. EDGE OF PAVEMENT A.P. C/G ANGLE POINT CURB AND GUTTER SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31(CA) SIGN AT PHASE/TRACT BOUNDARY. REMOVE T.O.S. TOP OF SUMP SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. AND SEWER DETAILS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE V A.C. AND SALVAGE SIGN WITH THE CONSTRUCTION OF ADJACENT PHASE. QQ FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. OVER 0.40' AGGREGATE BASE OVER 0.50' O.G. TO BE CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH PER EXISTING SURVEY MONUMENT fg-7, A 'g CONSTRUCT 18BOTTOM WIDTH DRIVEWAY W/3' WINGS COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. C.O.B. STD. DET. ST -7 ON SHEET 8. PER C.O.B. SM. ST -7. (UNLESS OTHERWISE NOTED) 3. GOSFOIRD ROAD - PAVEMENT TO BE 0.45' TYPE *A* A.C. PAINT 112" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS + FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. N M �� N a N TRACT BOUNDARY OVER O.W AGGREGATE BASE OVER 1.4V COMPACTED O.G. TO, STANDARD SPECIFICATION PTH-02AIXYD. BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 10 9 EXISTING UTILITY POLE TO BE RELOCATED. + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. M MW W= SM EM M PHASE BOUNDARY 4. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS CENTERLINE PER C.O.B. SM. D-14, UNLESS NOTED OTHERWISE. 11 CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STI) ST-!(COLLECTORS/ARTERIALS) Know what's below. FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. STD. ST -14. tA A EDGE EDGE OF PAVEMENT 5. ALL POWER! POLES TO BE RELOCATED UNDERGROUND. INSTALL TYPE F FLEXIBLE POST CLASS 1 DELINEATOR PER Cal I before dig. FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. ST -14. COORDINATE APPLICATION OF RELOCATION WITH CITY. CALTRANS STANDARD PLAN A73C. you Ic INTERCONNECT CONDUIT 6. INSTALL W-31(CA) SIGN WITH OM4-3 MARKER AT THE PHASE "M" SECION LETTER BOUNDARY WITHIN THE TRACT IF ADJACENT PHASE IS NOT �9 CONSTRUCT TYPE FORMED MEDIAN CURB PER C.O.B. STID. IDET. ST -18. 2 61 Ph 1 4 SECTION IDESIGNAT1ION SIGN WITH CONSTRUCTION OF ADJACENT PHASE. FURNISH & INSTALL INTERCONNECT CONDUIT & PULL BOXES PER -7 - SHEET NERE 2 PER C.O.B. STD. DIET. T-33. ow^-nr"@ a^ e"mami CITY RECORDS NO: I wm� 00 0 Uj co ill IIIII O O N .,t V r cr Ld N z + "' N N -i O WWM O O p O of Oo m� m UNL>EVi=-1-A0PE,D LANDc� V-40vLn CO F � r o - �C�!,Cv aOdy Cq n J.i Cq M r p: .it) fid' ¢N� �Ci� ¢N� ao c.iW to ex M 00 C, C-4 J+ �'`'Qp� + - m-}.� 'a �w }'� �wMm�+ N N FSO M MM .FNM j Xa N N !-- M za>' WNgj N �: Z y ! Zh Uw Zt"-i oQ N+� ¢ c¢LC ~n awocw wv~iw wcnwwc�n wtnw mN W wc~n �C14 Cn IX. R/W PHASE BOUNDARY/BEGIN DETAIL 22(T) BEGIN EXISTING STRIPING REMOVAL 0 Cn Can STA. 20+71.03, C.L. FUTURE MEDIAN 3 FUTURE MEDIAN EX. R jW IX. 42"S 13 S 49" 13 EX 42 S ' - - - , f w 17 _...._._..._ ___. _. r .___ _. _ _ _ _,-... _ __ ._____ 20+� 21+00 22+� _ N00 35 57"E 255.00 23+00 1 ___a _.. O 26+00 - 27 . - ,. , -- - - - - -- - - -- -- - - _ - • o o o � . o 0 0 .•"" ••�--� 24+U:1 N 25+00 N00 35 57 700.02 28+00 ` 29+00 - 30+00 x.00 _ _. __._.___ ..____ ___._._,_ . ___4 __ _____. -- - - 7n� __._ EXISTING EDGE N 13 ►� � __... _ ,_ .:.._ _.� - _ . _ _� � - < , - -- , . __ -- - �Pr ___- - .. f:_._ �-- PAVEMENT -H x4 `- 14 N SAWCUT UNE -H - - 13 6 n - °o U0 c' s END SAWCUT 6 �rn EXISTING EDGE d- u, co 1 a . STA. 30+25- C.L. 9.90 RT 9 PAVEMENT ♦ • 54 (TYP.) 9 M)&/ ELEV. 356.96 E.P. 14 N- - -- _ ___ _ __. _.. _ r, ,.- _.__ ________ . _ __.___. __,___._ ___.w__ _ _._., _______ _ _ _ 7 _----- R26(CA) _ _.._. r__ is _._. _._ rc ---------- Ic ------------- _ ,Fn R26 CA ----- _ _,. - . _ ...__ EX. R i E�) 628N9Cn a3 ,......,._ ,.,�....�:.a. m R jW R j END DETAIL 38 P/L 1 _ in R t-= =:. •c j -. __., ___ _ ._, ___._ .._ __. ___r____,_. ____ w. _._ ..___ _ ._. __..____ .. ,__._____,_ W ; p f u STA. 30+25.97 C.L. 12.00 RT = g PH, A SE I 3 M t t t t t 1 STA. 30+28.02 F.L. p !I f \! a F �� N t t + cV -i�� �p0 C7 • s t o100 • 1. z _ . _ __ ____._ _._._ __.____ ___ __ __ _. w._-__ • v °- .- � v c3 � ui � � � fJ o0 zrnin ~°M'in ¢�� t t t t t 6' t Ica >-JLL'. t V 'ZOt, 80O }ULe. ¢ z 0' 20f to CO 8 cca�- ¢ d, i t 1 �M 3ntM9�NN-jZ' ZZICI C1 wt-� wt-� m++ `�° ++ mtnw mcnw p I mow-', NM N cMVt t t i ANN 'f > Z t t t t 1 ¢Q¢ PHASE 5 05 V! c I a V1 in ; � 1 4 `` 1 � cn w m in cii owuw RETENTION BASIN CANYON TRAIL ITAVE. GOSFORD ROAD STA. 20+71.'03 C.L. TO 30+26.05 C.L. .� SCALE: 1 = 50 HORIZONTAL 1" - 5' VERTICAL hlt, see Note T. 20" deers maned Exponska Floe Jobt see Note Z Cwb & Gutter per fir# Standard Deta4 ST --i. ,, _ -- --- _-_ ®_T_ ___-___,-___ •, .•,, • aft Ston Detail ST -1a- 10 f i00, t}p. between jolttts t ff tbpo"Skai r'rr r ► j' j f 3.0' m,? at future d realized frtersectfors score M i Combination � I Riot-of-rey &p' "` ZOO 1.5% rein. 20% min. - 4.1 rrrax. ZOO rno-x affw Plage lkhnt 4.0" min I t *4,5' or: all load streets, unlas otherwise dnreeted by the at y 5:5' on afl art&W and collector streets and on off local streets that are vwwe od' t to scrods, hospita 4 cornmercd or indusW areas or as oth ise ted by the City Enron' eo: e NOTES. I. All wolrmceashO ` me s cot to the ` ` e sw + • t ffiff mat consist of pre ed sections of the *wd&abbns saff led "State of CaJifomle, snaps of e, rm7vat conwoond that conforms to the Dqxrtment of ire adorn, Standard ations ; hereafter requkements of Ore Stodord Wkdihni hnow as 'Standard Spm&vt=s: current City Wrowd eddw 9• SecUm of &*thrg sUewd* removed for teoibcament 2 A can ni Sheet Perrrrii ' b the Cit of esss ld be somt at the limits of raw as d acted by the City Engineer. y The sectio being mmoved sho►/ be a mkt. of 5.0' kt long1h and Pulslk s artrrtent roust rrccrsnnpoty +�l ' in the smarts gall align with eWsting t or scare line Replacement City riot -of -way, shd conform in clirnwsk and location to the adpwt existing J. Subgrode sholl be constructed he to grade std am suction knp-omernts unless otherwise dkocted and compacted to 90Z of mrnxknum &y dot ty as deterrnknecl by 10. Combination sidewalk sW be used at intermti as and bus stops ASTM D-15.57 to a death of ti 0" below tors of subgrode. on all arteria/ and collector streets and may be ased at cu1 de -sacs TAPER DATA NO. 1O CL STATION OFFSET FROM q STA. 25+29.74 5.00 RT. STA. 25+34.74 4.92 RT. STA. 25+39.74 4.67 RT: STA. 25+44.74 4.25 RT STA, 25+49.74 3.67 RT. STA. 25+54.74 54.74 2.92 RT. STA. 25+59.74 2.00 RT. STA. 25+64.74 1.00 RT. STA. 25+69.74 0.00 STA. 25+74.74 1.00 LT. STA. 25+79.74 2.00 LT. STA. 25+84.74 3.00 LT. STA. 25+89.74 4.00 LT. STA. 25+94.74 4.92 T. STA. 25+99.74 5.67 LT. STA. 26+04.74 6.25 LT. STA. 26+09.74 6.67 LT. STA. 26+14.74 6.92 LT. STA. 26+19.741 7.00 LT. ,......,._ ,.,�....�:.a. m R jW R j END DETAIL 38 P/L 1 _ in R t-= =:. •c j -. __., ___ _ ._, ___._ .._ __. ___r____,_. ____ w. _._ ..___ _ ._. __..____ .. ,__._____,_ W ; p f u STA. 30+25.97 C.L. 12.00 RT = g PH, A SE I 3 M t t t t t 1 STA. 30+28.02 F.L. p !I f \! a F �� N t t + cV -i�� �p0 C7 • s t o100 • 1. z _ . _ __ ____._ _._._ __.____ ___ __ __ _. w._-__ • v °- .- � v c3 � ui � � � fJ o0 zrnin ~°M'in ¢�� t t t t t 6' t Ica >-JLL'. t V 'ZOt, 80O }ULe. ¢ z 0' 20f to CO 8 cca�- ¢ d, i t 1 �M 3ntM9�NN-jZ' ZZICI C1 wt-� wt-� m++ `�° ++ mtnw mcnw p I mow-', NM N cMVt t t i ANN 'f > Z t t t t 1 ¢Q¢ PHASE 5 05 V! c I a V1 in ; � 1 4 `` 1 � cn w m in cii owuw RETENTION BASIN CANYON TRAIL ITAVE. GOSFORD ROAD STA. 20+71.'03 C.L. TO 30+26.05 C.L. .� SCALE: 1 = 50 HORIZONTAL 1" - 5' VERTICAL hlt, see Note T. 20" deers maned Exponska Floe Jobt see Note Z Cwb & Gutter per fir# Standard Deta4 ST --i. ,, _ -- --- _-_ ®_T_ ___-___,-___ •, .•,, • aft Ston Detail ST -1a- 10 f i00, t}p. between jolttts t ff tbpo"Skai r'rr r ► j' j f 3.0' m,? at future d realized frtersectfors score M i Combination � I Riot-of-rey &p' "` ZOO 1.5% rein. 20% min. - 4.1 rrrax. ZOO rno-x affw Plage lkhnt 4.0" min I t *4,5' or: all load streets, unlas otherwise dnreeted by the at y 5:5' on afl art&W and collector streets and on off local streets that are vwwe od' t to scrods, hospita 4 cornmercd or indusW areas or as oth ise ted by the City Enron' eo: e NOTES. I. All wolrmceashO ` me s cot to the ` ` e sw + • t ffiff mat consist of pre ed sections of the *wd&abbns saff led "State of CaJifomle, snaps of e, rm7vat conwoond that conforms to the Dqxrtment of ire adorn, Standard ations ; hereafter requkements of Ore Stodord Wkdihni hnow as 'Standard Spm&vt=s: current City Wrowd eddw 9• SecUm of &*thrg sUewd* removed for teoibcament 2 A can ni Sheet Perrrrii ' b the Cit of esss ld be somt at the limits of raw as d acted by the City Engineer. y The sectio being mmoved sho►/ be a mkt. of 5.0' kt long1h and Pulslk s artrrtent roust rrccrsnnpoty +�l ' in the smarts gall align with eWsting t or scare line Replacement City riot -of -way, shd conform in clirnwsk and location to the adpwt existing J. Subgrode sholl be constructed he to grade std am suction knp-omernts unless otherwise dkocted and compacted to 90Z of mrnxknum &y dot ty as deterrnknecl by 10. Combination sidewalk sW be used at intermti as and bus stops ASTM D-15.57 to a death of ti 0" below tors of subgrode. on all arteria/ and collector streets and may be ased at cu1 de -sacs F AA f) E 0 �J o c� z w w I uwawe fru sr co r to One 1VWffW=f5 of and MGM GO 10M SUMM Ad# OMff uses of COMMM sal k One Starrdard *dficOms for manor cora ete (min cetnertt tie subixt to the wvmi of the at carntent of W5 lb cu Cwcr+ete contain no ` Ines % 1d� f% Any devnittiot front strut fsrish, , or materAds used titles ,prior OAMN is obtained hm fhe City En0im0 rerArae the city Enr,'reer: LE GEN LEGEND (CONT.: LEGEND (CONT.: CON STRU CTI QN NOTES: 5 rn9w tams shaV be surfaced on the see placed not to the 12. frit • ` s in s*Wk t)W must be Wvved by the R1-1 "B" co trete and sW be not legis Omen f.5 thick after beteg aty£ngheo: ABORE)AA-11ONS _:- FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: � CURVE NUMBER FOR CURVE DESCRIPTION 1 CONSTRUCT TYPE CURB & GUTTER PER C.O.B. STD ST -1. surfoced Fanms and & be wetted 'amedbtafy IJ NI s&v& construction t y id1b current FL FLOWUNE POVC POINT ON VERTICAL CURVE "R1-1" # STOP *R26(CA)" - NO PARKING ANYTIME ITEM OF WORK -SEE SCHEDULE 2 CONSTRUCT 4.5' (LOCAL STREETS) to tent of concrete regukements hu ADS. CL CENTERLINE BVC BEGIN VERTICAL CURVE "R3 -7R - RIGHT LANE MUST TURN RGHT W31(CA) - END COMBINA11ON SIDEWALK PER C.O.B. STD ST -5. b; Concrete mftes sho# be troweled mooffi, edged and ELEV ELEVATION B.C.R. BEGIN CURB RETURN EVC PI END VERTICAL CURVE POINT OF INTERSECTION - - STORM DRAIN -REFER TO SEVIER &STORM QRAIN PLANS TAPER NUMBER - SEE TABLE O3 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. them given light groom Trish. Immedblely after rtishsrg, all eVosed surfaces aWl rmm a uniform applkatka of DATE 10/15 STANDARD ° �` ' E.C.R. END CURB RETURN PRC POINT OF REVERSE CURVATURE /----PIPE SIZE. 4 O CONSTRUCT. HANDICAP RAMP PER CAl.TRANS STANDARD PLAN Mite pir�norted curing compc>urtd cotfor»»erg to the "Aw BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE ® STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS 4"W UTILITY: W -WATER D -DRAIN R.S.P. A88A, 2002 RSP CASE "A". Standard Wkatkas Concrete surface iiafl be keptCHECKM COMBINATION SIDEWALK s EC END CURVE TC TOP OF CURB CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. G -GAS IR -IRRIGATION S 0CONSTRUCT 6' BLOCK WALL PER WALL CONSTRUCTION PLANS. moist un## the curing cram d is applied. N.T.S. PIVC POINT OF INTERSECTION OF VERTICAL CURVE TP TOP OF PAVEMENT GRADE BREAK -SEWER SAWCUT EXISTING E.P. PER RESPECTIVE STREET SECTION OR AS 7 skn j*ts sha # be constructed at each of mer Na P.O.C. POINT ON CURVE R/W RIOT -OF -WAY S - REFER TO SEWER & STORM DRAIN PLANS NOTES: DIRECTED BY ENGINEER. structurn at of retums and at 60' moor: int C" OF BAKEFISIFIBM PA PROPERTY LINE A.P. ANGLE POINT SEWER MANHOLE -REFER SEWER &STORM DRAIN, PLANS. 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN 7 Q INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN plonel�� 2. Ow be at ll)f!' art s with f�25$ maks at 30' inte�lk ST --S C E.P. EDGE OF PAVEMENT C/G CURB AND GUTTER AND SEWER DETAILS. A73C WITH W-31(CA) SIGN AT PHASE/TRACT BOUNDARY. REMOVE T.O.S. TOP OF SUMP SEWER CLEANOUT - REFER TO &STORM DRAIN PLANS. 2. LOCAL STREETS -PAVEMENT TO BE 0.20 „ TYPE B" A.C. AND SALVAGE SIGN VATH THE CONSTRUCTION OF ADJACENT PHASE. CM PUMJC S DEPARTMENT Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. OVER 0.40' AGGREGATE BASE OVER 0.50' O.G. TO BE �8 CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH PER � EXISTING SURVEY MONUMENT ��� �� � 9 CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. C.O.B. STD. DET. ST -7 ON SHEET 8. PER C.O.B. STD. ST. 7. (UNLESS OTHERWISE NOTED) 3. GOSFORD ROAD - PAVEMENT TO BE 0.45' TYPE "A" A.C. O9 PAINT 12" LIMIT UNE USING THERMOPLASTIC PAINT PER CALTRANS - +Rooms FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. ®■ ■ ®■ ■ ®■ ■ ® TRACT BOUNDARY OVER 0.60 AGGREGATE BASE OVER 1.45' COMPACTED O.G. TO STANDARD SPECIFICATION PTH-02ALKYD. m " BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 10 EXISTING UTILITY POLE TO BE RELOCATED. T FURNISH &INSTALL. METRO STREET SIGN PER C.O.B. STD. T-1. 4 �� PHASE BOUNDARY " " 4. ALL CATCH BASINS TO BE TYPE A WITH 3.5 OPENINGS i - - - CENTERLINE PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 11 CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST-5(COLLECTORS/ARTERIALS) SCALE' 1 " -- 50' -v- FURNISH &INSTALL STREET LIGHT: 5800 LUMEN PER C.O.B. STD. ST- 14 �/ / �- EDGE OF PAVEMENT 5. ALL POWER POLES TO BE RELOCATED UNDERGROUND. 12 INSTALL TYPE F FLEXIBLE POST CLASS 1 DELINEATOR PER -H- FURNISH &INSTALL STREET LIGHT -9 LUMEN PER C.O.B. STD. ST -t4. TY. COORDINATE APPLICATION OF RELOCATION WITH CITY. STANDARD PLAN A73C. 50' 25' O' 50' 100' Ic INTERCONNECT CONDUIT 6. INSTALL W-31(CA) SIGN WITH OM4-3 MARKER AT THE PHASE CONSTRUCT "M" FORMED CURB PER C.O.B. SECnaN LETIER BOUNDARY WITHIN THE TRACT IF ADJACENT PHASE IS NOT 13 TYPE MEDIAN STD. DET. ST -18. A CONSTRUCTED SIMULTANEOUSLY. REMOVE AND SALVAGE THE - - - - -- SECTION DESIGNATION SIGN WITH CONSTRUCTION OF ADJACENT PHASE. 14 FURNISH & INSTALL INTERCONNECT CONDUIT & PULL BOXES PER SHEET WHERE Z ``' PER C.O.B. STD. DET. T-33. �/ 1 V 1� *. � i�i. sbelow. Knowwhat's nr-n�nru1 le ey �nw� Cal I beforeou dig. Y 9 F AA f) E 0 �J o c� z w w I @IIIIINII