Loading...
HomeMy WebLinkAbout1.1-6329 1 Rec DrawGENERAL NOTES 1, CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS BEFORE START OF CONSTRUCTION. 2. THE LOCA71ONS OF EXIs nNG UTILIIIES AND UNDERGROUiND PIKLINES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DE'T'ERMfNE THE EXACT LOCATION OF S BEFORE COMMENCM WORK. HE ALL EXIS71MG UTIUTIES AND UNOERGROUND PIPEUNE AGREES TO BE FULLY RESPONSIBLE FOR ANY A14D ALL DAMAGES WHICH kNGHT BE OCCASIONED BY HIS FAIWRE TO EXACTLY LOCATEl PRESERVE AND PROTECT ANY AND ALL UNDERGROUND UTILITIES AND PIPELINES. 3. ANY TREN04ING TO BE CONDUCTED WITHIN THIS PROJECT SHALL 13E BACKFILLED AND COMPACTED PER CITY STANDARD DETAIL ST-22. 4. THE CONTRACTOR SHALL REMOVE OR RELOCATE ALL OBSTRUCTIONS WITHIN THE STREET RIGHT-OF-WAY AS DIRECTED BY THE CITY ENGINEER. 5. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBluTy FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF T14E PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE UM47ED TO NORMAL WORKING; HOURS; THAT THE CONTRACTOR SHALL DEFEN09 INDEMNIFY AND HOLD THE OW1NER AND THE ENGINEER HARMLESS FROM ANY AND ALL UABIUTY, REAL OR ALLEGED, IN CONNECTION NTH THE PERFORMANCE OF WORK ON 7HS PROJECT9 EXCEPTING THE UANLITY ARISING FROM THE SOLE NEGUGENCE OF THE OWNER OR THE ENGINEER. 6. SEE SEWER IMPROVEMENT PLANS FOR STORM DRAIN IMPROVEMENTS AND SPECIFICATIONS. 7. ALL CONSTRUC71ON SHALL BE IN ACCORDANCE NTH CITY OF BAKERSFIEL.D STANDARDS AND STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, STANDARD SPECIFICATIONS. 8. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION THE CITY CONSTRUC71ON INSPEC71ON DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. (661) 326-3049 9. DEWALT CORPORATION SHALL NOT BE RESPONSIBLE OR UABLE FOR UNAUTHORIZED CHANGES TO, OR USES OF, THESE PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED IN WRITING BY DEWALT CORPORATION. 10- COMPACTION TESTS SHALL dE THE RESPONSIBILITY OF THE DEVELOPER/SUBDIVIOER/ CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMNED BY THE CITY ENGINEER. 11. STAMP AN 'S" IN CURB FACE OVER EACH SEWER LATERAL 12. WARNING/REGULATORY SIGNS: SIGN PANELS SHALL BE MOUNTED ON P-OSTS WITH HAWKINS M2G SERIES 13OLT AND VANDAL PROOF NUT ASSEMBLY OR EQUAL. ROADSIDE SGNS FROM BACK. INSTAU..6-.70 PER SM. T-19 MiALL BE LOCATED WITHI! SIDEWALK 8 13. AN OPEN STREET PERMIT FOR EACH PHASE SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT PRIOR TO ANY V;')RK KING ERFORMED WIT" EXISTING ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY A SU804MSION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER"S ESTNATE FOR THE WORK PERFORMED WITH'IN THE RMT-OF-WAY AND INSURANCE AS REWIRED SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. 14. T14E FOLLOWING CITY OF BAKERSFIELD STANDARD DETAILS, CURRENT EDITION, APPLY TO THESE PLANS: ST-1 CURB AND GUT7ER ST-21 SURVEY MONUMENT ST-4 COMMERCIAL DRIVEWAY TYPE "8* ST-22 STANDARD STREET UGHT ST- 5 RESIDENTIAL DRIVEWAY SW-4 TYPE *8'* MANHOLE ST-8 SIDEWALK SW-6 FRAMES & COVERS FOR MANHOLES ST-10 STANDARD HANDICAP RAMPS D-14 CATCH BASIN TYPE *A" ST-1 2 PAVEMENT PATCHES D-17 GU I DEPRESSIONS ST-14 STREET SPECIFICATIONS T-1 STANDARD STREET SIGN (POST TYPE) ST-15 STREET CROSS SECTIONS T-2 MISCELLANEOUS SIGN ST-20 S MEET KNUCKLE 10. ti.IGN NUMBERS ARE FEDE, AL CODES UNLESS OTHERWISE INDICATED BY (CA.). (CA.) ININICATES CAUFORNIA CODES. GENERAL NOTES -- ASPHALT CCNCRETE -1 ASPHALT CONCRETE (TYPE *So). ASPHALT CONCRETE SHALL BE TYPE *A* (MODIFIED) FOR ALL ARTERIAL AND COLLECTOR STREETS AND TYPE *80 (MODIFIED) FOR LOCAL S I ETS AND SHALL "ONFORIM TO THE PROVISIONS IN SECTION 39, *ASPHALT CONCRETE'% OF THE STANDARD o SPECIFICA nIONS AND THESE SPECIAL PROVISIONS. PRIOR TO TirfE ADD111ION OF ASPHALT SIN-DER. T14E COMBINED MINERAL AGGREGATE FOR TYPE "A's MODIFIE D) OR TYPE '#B#s (MODIFIED1 ASPHALT CONCRETE SHALL CONFORM To THE REQUIREMENTS OF S...ECTION 39-2.02, *AGGREGATE OF THE STANDARD SPECIFICATIONS FOR 3/4m MAXIMUM, w MEDIU ,'RkDfNG. ASPHALT BINDER FOR TYPE 'OA'o (MODIFIED) ASPHALT CONCRETE SHALL BE AR-8000 VISCOSITy GRADED #-�tSPHALT, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. ASPHALT BINDER FOR TYPF 908## (MODIFIED) ASPHALT CONCRETE SHALL BE AR-4000 VISCOSITY GRADED ASPHALT,, UNLESS NDER SHALL CONFORM TO THE OTHERWISE DIRECTED BY THE ENGWER. THE ASPHALT 91, REQUIREMENTS IN THE TABLE FOR "STEAM-REFINED PAVING ASPHALTS* 9 IN SECTION 92-1.02, *GRADES*, OF THE STANDARD SPECWICATIONS. THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE AGGREGATE SHALL BE DETERMINED BY THE CONTRACTOR IN ACCORDANCE W17H CALIFORNIA TEST METHOD 367 USING SAMPLES OF MArEMALS PROPOSED FOR USE IN THE WORK. THE AMOUNT OF ASPHALT BINDER SHALL BE APPROVED BY THE ENGINEER, AT LEAST 14 DAYS PRIOR TO THE START OF WORK, 114E CONTRACTOR SHALL SLJ13MIT THE FOLLOWING FOR THE EKGINEER"S REVIEW AND APPROVAL: A. A UST OF AGGREGATE ;A'. :".ND ASPHALT SOURCES. B. DOCUMENTATION VERI YING THAT T14E AGGREGATES TO 13E INCORPORATED IN THE WORK CONFORM TO THE REQUIREMENTS OF SECTION 39-2.OZ 'oAGGREGATEw, OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MAMMAL SIEVE ANALYSIS AND SAND EQUIVALENT TEST RESULTS SHOULD NOT BE OLDER THAN SIX (6) MONTHS. ALL OTHER TZST RESULTS SHOULD NOT BE OLDER THAN ONE (1) YEAR. C. AN ASPHALT CONCRETE MIX OESIGN DETERMINED IN ACCORDANCE WITH CAUFORNIA TEST 367. LABORATORY TEST RE%'-)-!I-.LTS ON %*#CH THE n,,. �"SIGN IS SASED SHALL BE - SUBMITTED WITH THE MIX DESIGN, ALONG NTH THE THEORETICX. MAXIMUM DEWSITY OF THE DESIGN MIXTURES AS DETEM04ED BY ASTM D-2041. THE ^SPHALT CONCRETE MIX SHALL MEET THE REQUIREMENTS OF SECTION 39-2-02, *AGGREGATE", OF THE STANDARD SPECFICATIONS AND THESE SPECIAL PROVISIONS. IF THE DATA SUBMITTED SHOWS THAT THE MATERIALS ARE S'.7STANTIALLY THE SAME AS WHEN THE DESIGN WAS PREPARED, THE DESIGN MAY BE UP TO THREE (3) YEARS OLD. THE DEVELOPER SHALL SEAR ALL COSTS ASSOCIATED NTH THE ASPHALT CONCRETE MIX DESIGN, WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO EXISTING PAVED SURFACES, THE EXISTING PAVEMENT SHALL BE SAWCUT. A PRIME COAT WILL NOT BE REQUIRED ON NON-PAVED AREAS TO BE SURFACED PRIOR TO THE PLACEMENT OF ASPHALT CONCRETE; HOWEVER, ALL THE OTHER REQUIREMENTS OF SECTION 39-4.01, wSUBGRADEw, OF THE STANDARD SPECIFICATIONS SHALL BE MET. THE AREA TO WHICH PAINT BINDER HAS KEN APPUED SHALL BE CLOSED TO PUBLIC TRAFFIC, CARE SHALL BE TAKEN TO AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING PAVEMENT SURFACE BEYOND THE UMITS Cf CONSTRUCTION. PAVING JOINTS SHALL MATCH STRIPE LOCATIONS UNLESS OTHERWISE PERMITTED BY THE ENGINEER. INTERSEC71ON AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE ENGINEER. AM71ONAL ASF44ALT CONCRETE SHALL 13E PLACED AT ROAD CONNEC71ONS AND PRIVATE DRIVES, 04-ERE SHOWN ON THE PLANS AND AS DIRECTED BY THE ENGINEER, AND HAND RAKED, IF NECESSARY, A14D COMPACTED TO FORM SMOOTH, TAPERED CONNECTIONS. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS 0.15 FOOT OR LESS, PAVING OPERATIONS SHALL BE CONDUCTED IN SU04 A MANNER THAT, AT THE END OF EACH WORK SWT, THE LENGTH OF PAVEMENT ALONG T14E LONGITUDINAL DROP-OFF KTWEEN ADJACENT LANES IS NOT GREATER THAN THAT WHICH CAN BE SURFACED DURING T14E FOLLOVANG SHIFT OF NORMAL PAWNG OPERATIONS. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE. SUCH ADDITIONAL ASPHALT C04CRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY COWORmS BEFORE THE LA14ES ARE OPENED To PU13UC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO tACILITATE THE REMOVAL OF THE COWOFtMs WHEN PAYING OPERA71ONS RESUME. ASPHALT CONCRETE SHALL BE COMPACTED TO A MINN" 92 PERCENT OF THE MAXIMUM T14EORE71CAL DENSITY AS DEIMINED BY THE ASTM D-2041. IN-PLACE DENSITY SHALL BE DETERMINED IN ACCORDANCE NTH CALIFORNIA TEST 375. IF THE IN-PLACE DENSITY OF ANY LOT OF ASPHALT CONCRETE IS LESS THAN 92 PERCENT, OR GREATER THAN 94 PERCENT OF THE MAXIMUM THEORETICAL DENSITY, THE CONTRACTOR WILL BE ADVISED THAT THE REQUIRED RELATIVE COMPAC71ON IS NOT KING ATTANED, AND T14AT THE MATERIALS OR PROCEDURES FOR BOTH, IF NEEDED, NEED ADJUSTMENT. ASPHALT CONCRETE SPREADING OPERATIONS SHALL '0�iiJT 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 T14AT LOT SHALL BE REMOVED AND REPLACED WITh MATERIAL THAT MEETS THE IN-PLACE DENSITY REQUIREMENTS. GENERAL NOTES ASPHALT CONC"RIETE Om"'n... ir irmt rtmomu WMAUL Ut tHt ASPHALT CM:WETE DOES NOT MEET THE SPECIFIED SURFACE TOLERANCES, IT SHALL BE BROUGHT WITHIN TOLERANCE BY EITHER: (1) ABRASIVE GRINDING WITH EQUVWNT UIIUZtNG DIAMOND BLADES, (2) REMOVAL AND REPLACEMENT, OR (3) PLACEMENT OF AN ASPHALT CONCRETE OVERLAY. T14E METHOD NILL BE SELECTED BY THE ENGINEER. THE CORREC71VE WORK SHALL BE AT THE DEVELOPERS EXPENSE. IF ABRASIVE GRINDING IS USED TO "G THE FINISHED SURFACE TO SPECIFIED SURFACE TOLERANCESs ADDITIONAL GR*4D4NG SHALL BE PERFORMED, AS NECESSARY, TO ENLARGE THE GRINDING AREA SO THAT THE LONGITUDINAL L.IMITS OF GRADING ARE AT A CONSTANT OFFSET FROM, AND ARE PARALLEL TO, THE NEAREST LANE LNE OR PAVEMENT EDGE, AND THE TRANSVERSE LIMITS OF GMINDING ARE NORMAL TO THE PAVEMENT CENTERUNE. ALL GROUND AREAS SHALL BE NEAT RECTANGULAR AREAS OF UNIFORM SURFACE APPEARANCE. ABRASIVE GRINDING SHALL CONFORM TO THE REQUIREMENTS IN THE FIRST PARAGRAPH AND THE LAST FOUR PARAGRAPHS OF SECTION 42-2.02, "CONSTRUCTION% OF THE STANDARD SPECIFICATIONS. A FOG SEAL COAT SHALL BE APPLIED TO ALL FINISHED ASPHALT SURFACES AT THE DEVELOPER"S EXPENSE. THE FOG SEAL COAT SHALL EITHER BE ASPHALT .1 REJUVENATING AGENT OR ASPHALTIC EMULSION AS DIRECTED BY T14E ENGINEER. INSTRUC71ON: DELETE *C* IF YOUR PROJECT DOES NOT HAVE AC IN MEDIANS. BEGIN *Cm. THE SUBGRADE BENEATH SURFACING FOR MEDIAN ISLANDS SHALL BE CHEMICALLY TREATED FOR WED CONTROL. THE CHEMICAL SHALL BE Z 6-DICHLOROBENZOMTRtLE, AND SHALL BE APPUED IN ACCORDANCE NTH THE MANUFACTURER'S RECOMMENDATIONS AND THESE SPECIAL PROVISIONS. THE RATE OF APPUCATION SHALL BE FOUR (4) OUNCES OF AC71VE CHIEMICAL PER ONE HUNDRED (100) SQUARE YARDS OF SUSGRADE SURFACE ARE TO BE CHEkfCALLY T ATED FOR WEED CONTROL. ASPHALT CONCRETE SHALL BE PLACED OVER THE TREATED SUBGRADE WITHIN TWO (2) HOURS OF CHEk#CAL APPUCATION WHEN THE AIR TEMPERATURE IS HIGHER THAN 500 F. AT AIR TEMPERATURES L0WlER THAN 50* F. ASPHALT CONCRETE SHALL BE PLACED ON TREA'74ED SWGRADE "THIN TEN (10) HOURS OF CHEMICAL APPLICATION. SHOULD A N WETTAKE PO%0ER'm TYPE CHEMICAL BE USED, A SUITABLE FUG171VE DYE SHALL 13E INCORFORATED IN THE MIXTURE SO THAT THE COVERAGE AND SPREAD RATE MAY' BE VERIFIED. FULL COMPENSATION FOR CHEMil-CALLY TREATING SOIL AS SPECIFIED IN THS SECTION WILL BE CONSIDERED AS INCLUDED IN THE CONTRACT PRICE PAID PER SQUARE YARD FOR PLACE ASPHALT CONCRETE (MISCELLANEOUS AREAS). END *C'*. IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE COMPACTION' IS EITHER LESS THAN 90% OR MORE THAN 96X THE ASPHALT CONCRETE REPRESENTW BY THAT LOT SHALL BE REMOVED AND REPLACED NTH MATERIAL THAT DOES MEET THE IN-PLACE DENSITY REQUIREMENT. GENERAL NOTES BASE MATERIAL BASE MATERIAL IN ARTERIAL AND COLLECTOR ROADBEDS SHALL MEET THE SPECIFICATIONS FOR CLASS 2 AGGREGATE BASE (CL 2 AB) CONFORMING TO SECTION 29 OF THE STATE STANDARD SPECIFICATIONS, LATEST EDITION; HOWEVER NO RECYCLED OR RECLANAED MAMMAL WILL BE ALLOWED. BASE MATERIAL IN LOCAL ROADS SHAU BE EITHER CL 2 AS OR CRUSHED MISCELLANEOUS BASE (CMB) CONFOR"G TO SECTION 200-2.4 OF THE *GREENSOOK, 0 lr4LJr.A MAr Ltk.7tNU DRAINAGE FLOW DIRECTION SHEET NUMBER TEMPORARY ACCESS SHEET INDEX I q� � THIS IS A PHASE SUBDIVISON. PHASE 1 AND 2 WILL BE CONSTRUCTED SWJLTANEOUSLY AND WILL WILL BE COMPLETED FROM THE WESTERLY BOUNDARY TOWARDS THE EASTERLY BOUNDARY QUAN71TIES (PHASE QUANTITIES (PHASE 2) PAVEMENT: 0.20" AC / 0.40' AB PAVEMENT 0.50" COMPACTED SUBGRADE FOG SEAL TYPE *B* CURB & GUTTER 5.5' WOE COMBINATION SIDEWALK (4" THICK) DRIVEWAY APPROACH (61w THICK) HANDICAP RAMPS 12" WIDE CROSS GUTTER SURVEY MONUMENT ENCASEMENTS 5800-LUMEN STREET LIGHT 9500-LUMEN STREET UGHT SAWICUTTING STRIPING & SIGNAGE 12m WHITE CROSSWALK / UMIT-IINE S I ET NAME SIGNS STANDARD METRO TRAFFIC CONTROL SIGNS: Rl -1 (STOP) W31-CA W/OM4-3 (END) WI-6 W/OM1-3 (TEMP) W1-7 W/00011-3 (TEMP) w- C4 11 TENTATIVE TRAcT No. 6303 PROPOSED PAVEMENT PER OFFSITE IMPROVEMENT PLANS EXIS11NG PAVEMENT TRACT BOUNDARY 1. COVER SHEET PAVEMENT: 13. PLAN & PROFILE GRIZZLY PEAK DRIVE 2. DETAIL SHEET S.F. FOG SEAL 14. PLAN & PROFILE DUTCHMAN PEAK LANE 3* PLAN & PROFILE SHARKTiOOTH PEAK DRIVE 15. PLAN & PROFILE DUTCHMAN PEAK LANE 4. PLAN & PROFILE SHARKTOOTH PEAK DRIVE 16. PLAN & PROFILE BUCKHORN PEAK DRIVE 5. PLAN & PROFILE LASSEN KAK & THMBLE PEAK WAY 17. PLAN & PROFILE BUCKHORN PEAK DRIVE 6. PLAN & PROFILE ONYX PEAK LANE 18. PLAN & PROFILE SkSBERRY PEAK &.011ENS PEAK WAY 7. PLAN & PROFILE ONYX PEAK LANE 19. PLAN & PROFILE METROPOLITAN WAY 8* PLAN & PROFILE MARPOS4 PEAX & PROSPECT PEAK WAY 20. PLAN & PROFILE METROPOLITAN WAY 9. PLAN & PROFILE MUSTANG PEAK DRIVE 21. PLAN & PROFILE MOONLIGHT PEAK DRIVE 10. PLAN & PROFILE SIRRETTA PEAK PLACE 22. PLAN & PROFILE DWTOOTH PEM & HOCKETT PEM WAY 11. PLAN & PROFILE SIRRETTA PEAK PLACE 23. PLAN & PROFILE SENTINEL PEAK PLACE 12. PLAN & PROFILE GRIZZLY PEAK DRIVE 24. PLAN & PROFILE SEN71NEL PEAK PLACE 2149753 S.F. 2149753 S.F. 2149753 S.F. 119061 L.F. 29t35,9 S.F. 199118 S.F. 14 EA. 4 EA. 18 EA. 15 EA. I" I _F_ BENCH MARK PAC14ECO ROAD PAVEMENT: 2179132 S.F. 0. 201 AC / 0. 40' AS PAVEMENT 2179132 S.F. 0. 50" COMPACTED SUBGRADE 2179132 S.F. FOG SEAL 119201 LF. TYPE *B* CURB & GUTTER 33s,298 S.F. 5.59 WIDE COMBINATION SIDEWALK (4w THICK) 179424 S.F. DRIVEWAY APPROACH (Sm THICK) 18 EA. HANDICAP RAMPS 6 EA. 12' WOE CROSS GUTTER 26 EA. SURVEY MONUMENT ENCASEMENTS 18 EA. 5800-LUMEN STREET LIGHT 1 EA. SAWCUTTING 109 L.F. METROPOLITAN WAY w PROSPEC EAK WAY STRIPING & SIGNAGE CAJANTITY ITEM ucww e 54 L. F. lawn -liumm UssiomASTI 12* WHITE CROSSWALK / UMIT UNE 314 L.F. 01 STREET NAME SIGNS 18 EA. STANDARD 5 EA. METRO TRAFFIC CONTROL SIGNS: 3 EA. Rl -1 (STOP) 5 EA. W31-CA W/OM4-3 (END) 8 EA. Wl -6 W/OM1 -3 6 EA. 2149753 S.F. 2149753 S.F. 2149753 S.F. 119061 L.F. 29t35,9 S.F. 199118 S.F. 14 EA. 4 EA. 18 EA. 15 EA. I" I _F_ BENCH MARK PANAMA LANE VICINITY MAP N.T.S. "ROJECT SITE TOP OF M ON - UMENT AT THE CENTERLINE INTERSECTION OF HARRIS ROAD & GOSFv'0R'D-4'Rl0AD. ELEVATION USED 360-445 U.S.G.S. (CITY DATUM) (PER TRACT 4880-A) SUBDIVIDER ENGINEER STANDARD PACIFIC HOMES DEWALT CORPORATION 1500 HAG-GIN OAKS BLVD., SUITE 101 1930 22nd STREET BAKERSFIELD, CA. 93311 BAKERSFIELD, CA. 93301 - (661) 664-2760 (661) 323-4600 PRIVATE ENGINEER'S NOTICE TO CONTRACTORS QUANTITY THE EXISTENCE AND LOCATION OF AN--,,f UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH 36 L. F. OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWILEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THIS MAP, 16 EA. THE CONTRACTOR IS REQUIRED TO TAKE,DUE PRECAUT10NARY MEASURES 3 EA. TO PROTECT THE U11LITY LINES SHOVM AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THIS DRAWING. 2 EA. 1 EA. ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR 2 EA. COMPLETENESS OF ANY SUCH INFORMATION OR DATA. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO WORKING DAYS PRIOR TO CONSTRUCTION. 1-800-227-2600 ENGINEER'S STATEMENT I N It Z�t fj'LAN5 ANU SPFURGATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOY&EDGE AND BELIEF COMPLY NTH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA, AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. J% FES ANY ERRORS, OMISSIONS, OR OTHER VIOLATIONS OF THOSE ORDINANCES, .01 STO TION STANDARD'S OR DESIGN CRITERIA ENCOUNTERED DURING CONSTRUC SHALL BE CORRECTED AND SUCH CORRECTIONS REFLECTED ON CORRECTED PLANS SUBMITTED TO THE CITY ENGINEER, No. C 067602 Exp.c h ALBERTO LOPEZ R.C.E. 67602 EXP. 06/30/07 DATE REVIEWED BY, x PAC14ECO ROAD mmmllm� NORTH 0 > 0 STRE 00 G STMEET LENGTH STREET LENGTH SHARKTOOTH PEAK DRIVE 930 L.F. DUTCHMAN PEAK LANE 19454 L.F. LASSEN PEAK WAY 158 L.F. BUCKHORN PEAK DRIVE > HARRIS 5: ROAD- SALSTBERRY PEAK WAY z x 1 9 0,01 L. F. OWENS PEAK WAY 317 L.F. MARIPOSA PEAK WAY 314 L.F. METROPOLITAN WAY w PROSPEC EAK WAY 158 LOF. MOONLIGHT PEAK DRIVE 312 L.F. .MUSTANG PEAK'DRIVE 528 L.F. DOGTOOTH PEAK WAY 314 L.F. 01 lj076 L.F. HOCKETT PEAK WAY -1 2 --j I 1 PANAMA LANE VICINITY MAP N.T.S. "ROJECT SITE TOP OF M ON - UMENT AT THE CENTERLINE INTERSECTION OF HARRIS ROAD & GOSFv'0R'D-4'Rl0AD. ELEVATION USED 360-445 U.S.G.S. (CITY DATUM) (PER TRACT 4880-A) SUBDIVIDER ENGINEER STANDARD PACIFIC HOMES DEWALT CORPORATION 1500 HAG-GIN OAKS BLVD., SUITE 101 1930 22nd STREET BAKERSFIELD, CA. 93311 BAKERSFIELD, CA. 93301 - (661) 664-2760 (661) 323-4600 PRIVATE ENGINEER'S NOTICE TO CONTRACTORS QUANTITY THE EXISTENCE AND LOCATION OF AN--,,f UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH 36 L. F. OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWILEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THIS MAP, 16 EA. THE CONTRACTOR IS REQUIRED TO TAKE,DUE PRECAUT10NARY MEASURES 3 EA. TO PROTECT THE U11LITY LINES SHOVM AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THIS DRAWING. 2 EA. 1 EA. ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR 2 EA. COMPLETENESS OF ANY SUCH INFORMATION OR DATA. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO WORKING DAYS PRIOR TO CONSTRUCTION. 1-800-227-2600 ENGINEER'S STATEMENT I N It Z�t fj'LAN5 ANU SPFURGATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOY&EDGE AND BELIEF COMPLY NTH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA, AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. J% FES ANY ERRORS, OMISSIONS, OR OTHER VIOLATIONS OF THOSE ORDINANCES, .01 STO TION STANDARD'S OR DESIGN CRITERIA ENCOUNTERED DURING CONSTRUC SHALL BE CORRECTED AND SUCH CORRECTIONS REFLECTED ON CORRECTED PLANS SUBMITTED TO THE CITY ENGINEER, No. C 067602 Exp.c h ALBERTO LOPEZ R.C.E. 67602 EXP. 06/30/07 DATE REVIEWED BY, x mmmllm� NORTH 1 =2R STRE 00 G STMEET LENGTH STREET LENGTH SHARKTOOTH PEAK DRIVE 930 L.F. DUTCHMAN PEAK LANE 19454 L.F. LASSEN PEAK WAY 158 L.F. BUCKHORN PEAK DRIVE 19226 L.F. THIMBLE PEAK WAY 314 L.F. SALSTBERRY PEAK WAY 168 L.F. ONYX PEAK LANE 1 9 0,01 L. F. OWENS PEAK WAY 317 L.F. MARIPOSA PEAK WAY 314 L.F. METROPOLITAN WAY 1906 L.F. PROSPEC EAK WAY 158 LOF. MOONLIGHT PEAK DRIVE 312 L.F. .MUSTANG PEAK'DRIVE 528 L.F. DOGTOOTH PEAK WAY 314 L.F. SiRRETTA PEAK PLACE lj076 L.F. HOCKETT PEAK WAY 158 L.F. G R EZZLY PEAK DRIVE 1*155 L.F. SENTINEL PEAK PLACE 938 L.F. CITY TRAFFIC ENGINEER DATE 0 APPROVED BY, RAUL M. Rd-JASt IR"�.�C.E�-3�S&80, EXP, 12-31-M0005 PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD DATE DATE z z cj) 0 cf) UL 0 mm (L mAw 0 (1) � < cr CL F� 0) 0) w 04 > 0 CID 0 z w cl) w cl) T_ o (o < r i 0 (N '% po C) e--N _j v- Gi U. V) it X LLi < �c LL_ < m 0 (o Lid 0 0 V) 04 N (o N (o 0 z z: Co 0 0 w 0 X, 0 N V) 0 m c SHEET -C>F: ",4 E 4 firs /I -�939q /*- CONSTRUCT TYPE *Bm CURB AND GUTTER PER C.O.S. STO. S-1 WITH 4.50" WIN COMBINATlON TYPE SIDEWALK PER C.O.B. STD. S-30 CONSTRUCT CASE *As 04EELCHAIR RAMP PER CAL TRANS DETAL RSP AWA CONSTRUCT TYPE "A* CATCH BASIN PER C.O.B. SM. S-12 (OPENING SIZE AS NOTED) CONSTRUCT 12# WIDE CROSS –OTTER PER C.O.B. SM. S-35 CONSTRUCT SM. SURVEY MONUMENT ENCASEMENT PER C.O.S. SM. S-29. + INSTALL STREET NAME SIGN PER C.O.B. SM. S-40 METRIO + INSTALL *METRO'# STREET NAME SIGN PER C.O.S. STD. S-40 INSTALL TRAMC CONTROL SIGN PER C.O.B. SM. T-19 (TYPE AS NOTED) INSTALL 5800 LUMEN STREET LIGHT PER C.O.B. STD. S-31 -,(S:>- INSTALL 95W LUMEN STREET LIGHT PER C.O.B. STD. S–�l. —6"S— PROPOSED SEER LINE (SIZE AS NOTED) 6 PROPOSED SEWER MANHOLE – SEE SEWER & STORM DR M PLANS (a) PROPOSED STORM DRAIN MA*ftE – SEE S EVIER AND TOFOA DRAIN PLANS PROPOSED STORM DRAIN – SEE SEWER AND STORM DRA* PLANS �=SD= EXISTING STORM DRAIN PROPOSED CATCH BASIN – 3.5' WIDE UNLESS orrwm* INDICATED 00STING CATCH BASIN 0 EXISTS SURVEY MONUMENT ENCASEMENT j& P.I. VERTICAL CURVE OR GRADE EAK DRAINAGE FLOW DIRECTION PROPOSED FIRE HYDRANT LOCATION (0-602) E)(ISTING SLOPE EXISTING PAVEMENT C.O. CLEAN OUT ( ) EXIST ELEVATION PROPOSED MASONRY WALL —TS— EXISTING TRAFFIC SIGNAL CONDUIT N M DRIVEWAYS PER C.O.B. SM. T-12 12* L"T LINE USING THERMOPLASTIC PAINT PER CAL TRANS STANDARD SPECtFICATION S010-21C-19 -N- �r LLB bf) 00 1 -T� L -l:z:T r, 0 C) 1-T) CC) 0 20 40 80 IN FE= Horz. I inch = 40 ft* Vert. 1 inch-4 ft. CL) IcZTA = I n-4- M M ;7 J A.= 1/+/1.aO N. qL MTN. MSTA DR. & a"AMN I vv I ri rl%. CT. 0 Q MOUNTAIN VISTA DRIVE MOUNTAIN VISTA DRIVE 10 356 352 - - - - - - - - - - - - - - - - - - ---------- ---- ---------------- - - - - - - ---------- -------- ------ r4 .M. 348 0 C� --------- 344 0 H- y Cq 0 Lj- ; ; ---------- :►-------- ------------ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 356 ------ - -------- Ll --- 352 ------------- 348 ------------- 344 ------------ ------------- L --- ----------- p ---- ---------- j ----- --------- I ------ --------- --------- ---------- ---- • ---------- ----------- --- -------------- - -------------------------- oil a OWM CUM CW TA Cl Aw#V" a AID'2aX TO"2avu L=31.42 0 0.20" TYPE "B* ASPHALT CONCRETE OVER 13*40" BASE MATERIAL OVER 0.50' NATIVE AT 95X MAX. REL, DENSITY SEE SHEET 5 7NlAlBLE PEAK WAY 9 THIMBLE PEAK WAY & SH ARK TOOTH PAC. DR. NOTES: S� go �x� AWW Ll igLQ �Q THIS IS A PHASE SUBDIVISQN: PHASE 1 AND 2 WILL BE CONSTRUCTED, SIMULTANEOUSLY AND WILL WILL BE COMPLETED FROM THE WESTERLY BOUNDARY TOWARDS THE EASTERLY BOUNDARY fi /. / -329 l�-� rQ- 0 C� 0 H- y Cq 0 fi /. / -329 l�-� L L .mm� � llrRC3lmr4D CONSTRUCT TYPE "B" CUPS AND GUTTR PR C-0-9. STD. S-1 VITH 4.50" WIDE COMBINATION TYPE SIDEWALK PEA CAN. ST V. 5 -3. CONSTRUCT CASE $A# WEELCHAIR RAMP PER CAL TRANS DETAL RSP ANA CONSTRUCT TYPE "Am CATCH BASIN PER C-0.8- STD. (OPE SIZE AS NOTED) 0 CONSTRUCT 12# WDE CROSS-GU PER C.O.B. STD. S-35 CONSTRUCT STD. SURVEY WOWMENT ENCASEMENT PER C.O.B. STD. S-29. + INSTALL STREET NAME SIGN PER C.O.B. STD. S-40 METRO+ INSTALL "METROm STREET NAME SIGN PER C.O.B. STD. S-40 -xr INSTALL TRAFFIC CONTROL SIGN PER C.O.B. STD. T-19 (TYPE AS N 07ED) -<=>- INSTALL 5000 LUMEN STREET LIGHT PER C.O.B. STD. S-31 INSTALL 95M LUMEN STREET L1 04T PER C.O.B. STD. S-31. —6'$S— PROPOSED SEWER LINE (SIZE AS NOTED) 0 PROPOSED SEV" MANHOLE - WR & STORM DRAIN PLANS (D) PROPOSED STORM DRAIN MAMROLE - AND 370M DRAIN PLANS "OPOSED STORM DRAIN SEE 3L -- AND STORM DRAIN PLANS --.SD-- E)GSTING STORM DRAIN PROPOSED CATCH BASIN 3.51 WIDE UNLESS OTHERWISE INDICATED L E)OSTING CATCH BASIN 0 E)USTING SILJRVEY MONUMENT E14CASEMENT P.I. VERTICAL CURVE OR GRADE B AK DRAINAGE FLOW DIRECTION FIRE HYDRANT LOCATION (0- 60 E)QSTING SLOPE EXtSTING PAVEMENT C.O. CLEAN OUT C ) EAST ELEVATION O MASONRY WALL —TS— EXISTING TRAFFIC SIGNAL CONOWT N 0 DIRIVEWAYS PER C.O.B. STD. T-12 12* LUT LINE USING THERMOPLASTIC PAINT PER CAL TRANS STANDARD SPECIFICATION OMO-21C-19 _I 0 20 40 so ---- - ---------- ; • IN FZZT Horz. 1 inch - 40 ft. Vert. I inch - 4 ft. �8 og �g� Q� qK L .AJ L- ..AJ QC qK 356 352 ■ • ; ------------ ---- - ---------- ; • . �u 348 ----------- ■ --- - -- 344 ----------------- • • ------------- ----------- ---- - --------- ■ 356 ■---------- ■ - - -------------- ■--------- ■ 352 • • • • • • i 340 - ----- ■ 344 • ■---- • ---- •-------- • • - ---------- • • • ---------------------------------------- ------------------------- REOKW CLRW DATA Cl C2 0 Awww Aw44 24 lmm Aw2armw 0 0 ffiw2aw* ffimmw Rmw42. W ropw2aw* rw"442#0 1r x' L-w3l.42" Lmr27. IX L-49709" STAom 11+57.86 N. STA.= 19+92.73 E. NORM w w 'qw� 'ww� � w v w �w um v w ww w w O. O' TYPE *B* ASPHALT CONCRETE OVER 0.409 BASE MATMAL OVER 0*50' NATIVE AT 95% MAX. REL., DENSITY 1 14 A 04 �m W 2 �O i -7 Ai 'K 0 THIS IS A PHASE SUBDIVISON:---- - -- PHASE 1 AND 2 MLL BE CONSTRUCTED SIMULTANEOUSLY AND WILL WILD BE COMPLETED FROM THE WESTERLY BOUNDARY TOWARDS THE EASTERLY BOUNDARY Cl) 01 � i • Cl) i • cr 8 ico w C� 0 0 NQ +al�Y Z - - - ------- CONSTRUCT TYPE m8m CURB AND GUTTER PER C.O.B. SM. S-1 WITH 4.50" WIDE COMINNAMON TYPE SIDEWALK PER C.O.B. SM. S-3. Q CONSTRUCT CASE "A# WHEELCHAIR RAMP MR CAI. TRANS DETAL RSP A A CONSTRUCT TYPE *Am CATCH BASIN PER C.O.B. SM. S-12 (OPENING SIZE AS NOTED) CONSTRUCT 12" WIDE CROSS—GUTTER PER C.O.B. SM. S-35 CONSTRUCT SM. SURVEY MONUMENT ENCASEMENT PER C.O.B. SM. S-29. + INSTALL STREET NAME SIGN PER C.O.B. SM. S-40 METRO + INSTALL '*METRO" STREET NAME SM PER C.O.B. SM. S-40 INSTALL TRAFFIC CONTROL SIGN PER C.O.S. SM. T-19 (TYPE AS NOTED) INSTALL 5800 LUMEN STREET LIGHT PER C.O.B. SM. S-31 INSTALL 9500 LUMEN STREET LIGHT PER C.O.S. SM. S-31. —6"S— PROPOSED SEWER LINE (SIZE AS NOTED) 0 PROPOSED SEWER MAN144OLE — SEE SEWER & STORM DRAIN PLANS (D) PROPOSED STORM DRAIN MANHOLE — SEE SEWER AND STORM DRAIN PLANS PROPOSED STORM DRAIN — SEE SEWER AND STORM DRAM PLANS -mmmm =SD= EM STING STORM DRAIN PROPOSED CATCH BASIN — 3.5" WIDE UNLESS OTHERWISE INWATED EXlST*fG CATCH BASIN 0 EXISTING SURVEY MONUMENT ENCASEMENT P.I. VERTICAL CURVE OR GRADE BREAK DRAINAGE FLOW DIRECTION PROPOSED FIRE HYDRANT LOCATION (0• 60V EXISTING SLOPE EXISTING PAVEMENT C.O. CLEAN OUT ( ) EXIST ELEVATION ■ PROPOSED MASONRY WALL _TS— EXISTING TRAFFIC SIGNAL CONDUIT N 0 DRIVEWAYS PER C.O.B. SM. T-12 12m LIMIT UNE USING THERMOPLASTIC PAINT PER CAL TRANS STANDARD SPECIFICATION 10 -21 C -19 I 0 20 40 so I t IN Horz. 1 inch — 40 ft. Vert. 1 inch — 4 ft. �y6 �is � STA0= 10+00,00 N. TRACT BOUNDARY LASSEN PEAK WAY m*e RAV SEE SHEET 4 SHARKTOOIH PEAK DRIW 36 30 w - 1 loyl 2V 20# lo, RfY 11+00 te i if SEE SHEET J SHA RK TOO 774 PEAK DR /VLF 309 30 9 lo, - 209 201 10 ROW 43 63 K $p� N ,�� STA0= 10+00.00 N. tin 44 STA.= 15 +27.73 E. CL THIMBLE PEAK WAY STA.= 16+97.61 E. LASSEN PEAK WAY & SHARKTOOTH PK. DR. III No RIV 45 47 58: Ila 10 209 20 1 10 9 1 309 30' SHARKTOOTN PEAK DR>W SEE SHEET 4 0.20' TYPE '*Bm ASPHALT CONCRETE OVER 0.40* BASE MATERIAL OVER 0,50' NATIVE AT 95% MAX. REL, DENSITY (�'�E 1) 10 11 12 FLONM CLW OA rA Cl A-Aft 62 ffiwmw* Town w L• STA #+A04 x faff + � aximRr. � �t � g 60 i f �� in 20s 209 io' 30 30 SHARKTOOIH PEAK DRIVE SEE SHEET J THIS IS A PHASE SUBDIVISON: PHASE 1 AND 2 WILL BE CONSTRUCTED SIMULTANEOUSLY AND WILL WILL BE COMPLETED FROM THE WESTERLY BOUNDARY TOWARDS THE EASTERLY BOUNDARY T 0 NOTES* 1. 95% COMPAC11ON REQUIRED UNDER AND A MINIMUM OF 1.00' EACH SIDE OF CROSS GUTTERS, TO A DEPTH OF 12 2. ALL STATIONING IS ALONG STREET CENTERLINE EXCEPT WHERE NOTED AS FLOWILINE STATIONING. SEE SHEET 6 0�'V YX PEAK LAN E 300 30 io' 209 20' 10 R/11' N 78 g 79 ON �' � -�� Iwo N 1^ list 59 � � 46 � te lift& STA.= 13+14.00 N. loft ��'p s 47 58: Ila 10 209 20 1 10 9 1 309 30' SHARKTOOTN PEAK DR>W SEE SHEET 4 0.20' TYPE '*Bm ASPHALT CONCRETE OVER 0.40* BASE MATERIAL OVER 0,50' NATIVE AT 95% MAX. REL, DENSITY (�'�E 1) 10 11 12 FLONM CLW OA rA Cl A-Aft 62 ffiwmw* Town w L• STA #+A04 x faff + � aximRr. � �t � g 60 i f �� in 20s 209 io' 30 30 SHARKTOOIH PEAK DRIVE SEE SHEET J THIS IS A PHASE SUBDIVISON: PHASE 1 AND 2 WILL BE CONSTRUCTED SIMULTANEOUSLY AND WILL WILL BE COMPLETED FROM THE WESTERLY BOUNDARY TOWARDS THE EASTERLY BOUNDARY T 0 NOTES* 1. 95% COMPAC11ON REQUIRED UNDER AND A MINIMUM OF 1.00' EACH SIDE OF CROSS GUTTERS, TO A DEPTH OF 12 2. ALL STATIONING IS ALONG STREET CENTERLINE EXCEPT WHERE NOTED AS FLOWILINE STATIONING. SEE SHEET 6 0�'V YX PEAK LAN E 300 30 io' 209 20' 10 R/11' N 78 g 79 ON �' � -�� 0.20" TYPE '08" ASPHALT CONCRETE OVER 0*40' BASE MATERIAL OVER 0,50' NATIVE AT 95X MAX. REL. DENSITY L P A (PHASE 1) 10 11 12. 13 14 M, C� o Cti All N 1^ 112 RAV 44 te STA.= 13+14.00 N. STA.= 14+15.00 E. THIMBLE PEAK WAY & ONYX PEAK LANE 11+00 I w 12+00 + A n oe% 113+00 �, 40 113 43 2 N 114 1 y � � te RAM' 10 20 201 10 30 soul 30 DIV YX PEAK LANE SEE SHEET 6 0.20" TYPE '08" ASPHALT CONCRETE OVER 0*40' BASE MATERIAL OVER 0,50' NATIVE AT 95X MAX. REL. DENSITY L P A (PHASE 1) 10 11 12. 13 14 M, C� o Cti All Rip CONSIRMT TYPE "B" CURB AND GUI PER C.O.B. SM. S-1 NTH 4.50" WIDE COMBINATION TYPE SIDEWALK PER C.O.B. SM. S-3. CONSTRUCT CASE 'A* WHEELCHAIR RAMP PIER CAL TRANS DETAL R A86A V DRIVEWAYS PER C.O.B. SM. T-12 0 20 40 so IN FEET Horz. I inch = 40 ft. Vert. I inch = 4 ft. MOUNTAIN NSTA DRIVE MOUNTAIN VISTA DRIVE nowm awM TA Cl ck? 0 AwWWIV'* Aw024*W'w AwJW4#V'* Rwaaws #w3lar ffiw4lff Twpw2dwo r. 14200 Twpw4Z87' L-w3l.42" L=27. 13p Lw1#7.06' SEE SHEET 8 MARIPOSA PEAK WAY 30' 0, !it 20# 209 10' & UN TX FLAK LARNE. 113 IqT♦ = I AM N 0.20' TYPE •So ASPHALT CONCRETE OVER TN/MBLE PEAK WAY 0*40" BASE MATERIAL OVER SEE S�IEET 5 NATIVE AT 95% MAX. REL, DENS14N 0,50' 40 t 1116 NOTES: C014STRUCT TYPE *A* CATCH BASIN PER C.O.B. STD. S-12 (OP D SIZE AS NOTED) CONSTRUCT 12' 1111DE CROSS—GUTTER PER C.O.B. SID. S-35 CONSTRUCT SM. SURVEY MOW)MENT ENCAIMMENT Led Ln J0 PER C.O.B. SM. S-29.. 2�W + INSTALL STREET NAME SIGN PER C.O.B. STD. S-40 6 METRO + INSTALL '#METRO'# STREET NAME SIGN PER C.O.B. C .O.B. S. S-40 % INSTALL TRAFFIC CONTROL SIGN PER C.O.B. SM. T-19 (TYPE AS NOTED) '� 1�0 INSTALL 5800 LUMEN STREET LIGHT PER C.O.B. SM. S-31 -<E>- INSTALL 9500 LUMEN STREET LIGHT PER C.O.B. SM. S-31. LLB 1 4 PROPOSED SEWER UNE (SIZE AS NOTED) M PROPOSED SEVER MAMMOLE — SEE SEWER & STORM DRAIN PLANS P"Rt STORM DRAIN MAWOLE — SEE SEWER AND STORM DRAIN "I PROPOSED STORM DRAIN — SEE SEWER AND STORM DRAIN PLANS osmos, =SD— EXISTING STORM DRAIN 1 P ROPOSED CATCH BASIN — 3.5 VADE UNLESS OTHERWISE INDICATED L EXISING CATCH BASIN 0 EXIS7*4G SURVEY MONUiMENT ENCASEMENT 0 C) .............. P.I. VERTICAL CURVE OR GRADE % DRAINAGE FLOW DIRECTION � PROPOSED FIRE HYDRANT LOCATION ('0- 60V EXlSTlNG SLOPE LL's EXIS7WG PAVEMENT C.O. MEAN OUT ( ) EAST ELEVATION U PROPOSED MASONRY WALL —TS— EXISTS TRAFFIC SIGNAL CONDUIT ' t—, V DRIVEWAYS PER C.O.B. SM. T-12 0 20 40 so IN FEET Horz. I inch = 40 ft. Vert. I inch = 4 ft. MOUNTAIN NSTA DRIVE MOUNTAIN VISTA DRIVE nowm awM TA Cl ck? 0 AwWWIV'* Aw024*W'w AwJW4#V'* Rwaaws #w3lar ffiw4lff Twpw2dwo r. 14200 Twpw4Z87' L-w3l.42" L=27. 13p Lw1#7.06' SEE SHEET 8 MARIPOSA PEAK WAY 30' 0, !it 20# 209 10' & UN TX FLAK LARNE. 113 IqT♦ = I AM N 0.20' TYPE •So ASPHALT CONCRETE OVER TN/MBLE PEAK WAY 0*40" BASE MATERIAL OVER SEE S�IEET 5 NATIVE AT 95% MAX. REL, DENS14N 0,50' 40 t 1116 NOTES: 9 THIS IS A PHASE SUBQIVISQN: PHASE 1 AND 2 WILL BE CONSTRUCTED SIMULTANEOUSLY AND WILL WILL BE COMPLETED FROM THE WESTERLY BOUNDARY TOWARDS THE EASTERLY BOUNDARY ■ Z To 0 C� _j _j Cq 0 Com'"EET 24 /I I -Co3;�5 /+-�;L Led Ln J0 2�W �2� 6 9 THIS IS A PHASE SUBQIVISQN: PHASE 1 AND 2 WILL BE CONSTRUCTED SIMULTANEOUSLY AND WILL WILL BE COMPLETED FROM THE WESTERLY BOUNDARY TOWARDS THE EASTERLY BOUNDARY ■ Z To 0 C� _j _j Cq 0 Com'"EET 24 /I I -Co3;�5 /+-�;L CONSTRUCT TYPE *8" WN AND GlU C.O.B. SID. S-1 WITH 4.50" WIDE COMINNATION TYPE 90EWALK C.O.B. SM. S-3. CONSTRUCT CASE $A# WHEELCHAIR RAMP PER CAL TRANS DETAL RSP A CONSTRUCT TYPE "An CATCH BASIN PER C.O.B. STD. S-12 (OPENING SIZE AS NO-TED) 0 CONSTRUCT 129 WIDE CROSS-GUTTER PER C.O.B. STD. S-35 CONSTRUCT STD. SURVEY MONIUNIENT ENCASEMENT PER C.O.S. STD. S-29. + INSTALL STREET NAME SIGN PER C.O.B. STD. S-40 METRIO + INSTALL 'wMETRO" STREET NAME SIGN PIER C.O.B. STD. S-40 INSTALL TRAFFIC CONTROL SM PER C.O.S. STD. T-19 (TYPE AS NOTED) INSTALL 5800 LUMEN STREET LIGHT PER C.O.B. STD. S-31 INSTALL 95M LUMEN STREET LIGHT C.O.S. SM. S-31. —6"S—rKOPOSED SEWER LINE (SIZE AS NO 0 PR SEWER MANHOLE - SEE SEWER & STORM DRAIN PLANS DOSED STORM DRAIN MA*1-40LE - SEE SEWER AND STORM DRAIN PLANS MOM ORM DRAIN PLANS STORM DRAIN - SEE SEWER AND P T ==SD== EXISTING STORM DRAIN "'%W' PROPOSED CATCH BASIN - 3.5" wmE LwEss orpatwm *acATED "mor' E)(ISTING CATCH BASIN 0 EXISTING SURVEY MOWWNT ENCASEMENT P.I. VERTICAL CURVE OR GRADE AK DRAINAGE FLOW DIRECTION PROPOSED FIRE HYDRANT LOCATION (0.60-V EX STING SLOPE ...................... m EYISTING PAVEMENT C.O. CLEAN OUT C ) EXIST ELEVATION MASONRY WALL —TS— E)aST04G TRAFFIC SIGNAL CONDUIT N 0 DRIVEWAYS PER C.O.B. STD. T-12 12" LIMIT LINE US*4G; THERMOPLASTIC PAINT PER CAL TRANS STANDARD SPECtFICATION 9MO-21C-19 0 20 40 so IN FTET Horz. I inch = 40 ft. Vert. 1 inch = 4 ft. 4j (40 W�� . qK 4 16 17 Dmw P. r&* E: x" M.P. "s mw TO A09W 0.20' TYPE *13" ASPHALT CONCRETE OVER 0,40" BASE MATMAL OVER 0,50" NATIVE AT 95% MAX, REL. DENSITY A A 4P 18 19 �e W" MW P.O. & E. AMW EA, WWr P& DEC. W. 0"4141616p DA 70 06-21-04, OR.- qTA = 1A4-A&A? N- GRIZZLY PEAK DR. & ON, YX PEAK DRIVE 501 WE A G. & E. PWLW EASOEN T PER Dom. A10. 020410616, DA IED 06-21-04, OR.. 21 NOTES: THIS IS A PHASE SU6DIVISON: PHASE 1 AND 2 WILL BE CONSTRUCTED SIMULTANEOUSLY AND WILL WILL BE COMPLETED FROM THE WESTERLY BOUNDARY TOWARDS THE EASTERLY BOUNDARY a C-4 0 /, ( -(0329 Imo: L CONSTRUCT TYPE "B" CURB AND OTTER PER C.O.B. STD. S--1 WITH 4.50" COMISINATION TYPE ALK PER C.O.S. STD• S-3. CONSTRUCT CASE 'A' WHEELCHAIR RAMP PER CAL. TRAMS DETAL RSP AWA CONSTRUCT TYPE "A" CATCH BASIN PER C.O.B. STD. S -12 (OPEMNG SIZE AS NOTED) 0 CONSTRUCT 12' WIDE CROSS – GU TIER PER C.O.S. STD. S-35 ID CONSTRUCT STD. SURREY MONIUMIENT ENCASEMENT PER C.C.B. STD. S-29. INSTALL, STREET NAME SIGN PER C.O.B. STD. S -40 -•- INSTALL I►TRO STREET NAME SM PER C.O.B. STD. S -40 -u- INSTALL TRAFFIC CONTROL SIGN PER C.O.B. STD. T -19 (TYPE AS NOTED - INSTALL 5800 LUMEN STREET LIGHT PER C.O.B. STD. S -31 INSTALL 9500 LAN STREET LIGHT PER C.O.B. STD. S-31. -6"S— PROPOSED SEVER LINE (SITE AS NOTED) ® SEVER MA 40LE – SEE SEINER is STORM DRAIN PLANS PROPOSED STORM DRAIN MANHOLE - SEE SEWER AND STORM DRAIN PLANS PROPOSED STORM DRAIN - SEE SEVER AND STORM DRAIN PLAINS EXISTING STORM DRAIN CATCH BASIN – 3.5" WIDE UNLESS OTHERWISE 00CATED E)OSTIG CATCH BASIN ® XI E STS SURVEY MONUMENT EIIASEI►NT P.I. VERTICAL CURVE OR GRADE BREAK SEE SHEET 6 ONYX PEAK LANE RIB I 10' 20' 17 f I II I I 1kl I I 90 82 te � � 91 tin te R 11+00 " DRAINAGE FLOW DIRECTION ETA. 10+00, N• PROPOSED FM HYDRANT LOCATION STAO 12+ 53.54 E. (0.64 E)aSTING SLOPE MARIPOSA PEAK MAY C' YX PEAK LANE EXISTG PAVEMENT 80 .• C.O. CLEAN OUT ( ) E)GST ELEVATION PROPOSED MASONRY WALL TS EXISTING TRAMC SIGNAL. CONDUIT v DRIVEWAYS PER C.O.B. STD. T -12 12" L. T LINEE USING THERMOPLASTtC PAINT PEAR CAL TRANS STANDARD SPECInCATION 8010-21C-19 0 20 40 so IN nrET Horz. 1 inch = 40 ft. Vert. 1 inch=4 ft. 79 it c 9 w `G R/W 10' 27 ZO' 10' JO off ONYX PEAK LANE err cuccr c 356 , -------- - ------ �.. _� 'i&'- fk.,,. r✓ ,$` .i� _ .n', ,Z';i '�y1 ,.:..f N`r ✓ -'C "r t;y i." , - ------------- i , 352 • s� F A.. I N ; ' h � Y N ' 348 . g000so gloom gloom 344 , ; LQ , , ------------- ----------- 356 ------ - - - - -- -------- --------- 352 ; ' , . ; ; ' N N 348 , ' , 344 , • ------ ------- -------- -------------- ----------- --------------------- -------------------------------- 93 8 h 92 N S of X460 * 12+00 4 SEE SHEET 9 MUSTANG PEAK DRIW 10' 20' 20' 10' RAV i cl www #00*4 70 LawtN.42a � 100 101 •c � te STA.= 13 +14.00 N. � � ► �r uA010nc• ecAv wAv IL n�r+r��r v.ar� r c.ra� wry i d�c MUSTANG PEAK [}R. 4- t3+ao R/w 4 8 "jy 110 h 112 109 10' 20' 21VY 10, 301 3v MUSTANG PEAK DRIVE o.261 Trae •e' ASPHALT N T CCRETE OVER SEE SHEET 9 0.40' BASE MATERIAL OVER 0.50 NATIVE AT 95% MAX. REL. DENSITY SA PEAK WAY SEE WEE T 14 2. ALL STA110NING IS ALONG STREET CENTERLINE EXCEPT M4 ERE TTA DOTED AS FLO LIE STATIONING. ' ' ,e--i-DOXV P.C.& E. " H.P. GAS 10' �' TO AEUM ROW HA RRIS ROA 130 / I �,e .y, !-'y�t„�� =! ' s = r }' .� S A. !re �.a Ls "k r'��•.• �r . _ '_ / SS.� »'r r'tr e' !tea, • t k �•.}''• ' e'.Fe I � 'e .!r rssi,�S�ja,�''z''• ;E:,r.�.,c.Y«;' 3•!;t }�:I. w � / I � � ' ' ,' ji �''s ! �Ler =i!= •'k• • ktr''kSd�tk���x I - - A' W t/ S'r'i .-r��: '•• {' r �� !i, : ! frYrt' tsix!•y = a• �! I / • 129 44 � � d,r,'� !. ' :5ay'"N•"' ,! i%•"'' '} �`it, y'"ti !Ttk , ` .�, ' � tk�: ! iii• . ;�• s • . r! t:- . k�y}i , .! .iek ' e. �� � •irr�� .�' a r� 4 ���!» H�: kt;! a t}• . M ,a. .k •. ,r !� / e ors'=, ,•, �•: e: -. r'.e:.ti }y ..e:•u a!ti , r _ N / ',� a �'r�-'�'! °'k'''45si��'' e k ' •! +� � � e r t $aF ..�.',,R :'-t , ' �!{ . •ii'i� ! :.�.t. - tik' {. S TA • = 10+00.00 I / _ ;�'.k }: . _._ • k '' ce ; �r.*a • r}. ! . e : 'r,S, �' 'tia.• - i��•. y,e '!,e ir�-r. :iSj ». • , },J STA• = 14+54.84 E. � ` �- , t • PRO"ECT DV WAY IRR TTA PK. PL. 128 EMSINMG P.at E. X' N.P. GAS iMNY 103 • � ` a�t- ''�>T�r, to = e N Dom. Ark. 0141616 DA 1LD 0 6 -21 0,40 Ilk 104 te ,I ( � � irk ' �• �''},aa r = :� , '. + f � r t All* 1 1 IAA RRIS ROA D t - t4 � 10 30' 3Q' .51A FREAK PLA CE SEE S HEE T 10 in #I® TAPE "am �4ALT ^^u^orgirw r%viva THIS is A PHASE SUBDIVISON.: PHASE 1 AND 2 WILL BE CONSTRUCTED SIMULTANEOUSLY AND WILL WILL BE COMPLETED FROM THE WESTERLY BOUNDARY TOWARDS THE EASTERLY BOUNDARY 0.40' BASE MATERIAL OVER 0.50' NATIVE AT 95x MAX. REL. DENSITY STA.= 12 +21.20 N. STA.= 15 +71.82 E. � TL PROSPECT PK. WAY � do HARRIS ROAD s� mc j i a 3 � IT db B O � Q Q (j n / /- �e3o2 f 14- �- �.. _� 'i&'- fk.,,. r✓ ,$` .i� _ .n', ,Z';i '�y1 ,.:..f N`r ✓ -'C "r t;y i." i • s� F A.. I h � Y 103 • � ` a�t- ''�>T�r, to = e N Dom. Ark. 0141616 DA 1LD 0 6 -21 0,40 Ilk 104 te ,I ( � � irk ' �• �''},aa r = :� , '. + f � r t All* 1 1 IAA RRIS ROA D t - t4 � 10 30' 3Q' .51A FREAK PLA CE SEE S HEE T 10 in #I® TAPE "am �4ALT ^^u^orgirw r%viva THIS is A PHASE SUBDIVISON.: PHASE 1 AND 2 WILL BE CONSTRUCTED SIMULTANEOUSLY AND WILL WILL BE COMPLETED FROM THE WESTERLY BOUNDARY TOWARDS THE EASTERLY BOUNDARY 0.40' BASE MATERIAL OVER 0.50' NATIVE AT 95x MAX. REL. DENSITY STA.= 12 +21.20 N. STA.= 15 +71.82 E. � TL PROSPECT PK. WAY � do HARRIS ROAD s� mc j i a 3 � IT db B O � Q Q (j n / /- �e3o2 f 14- �- 111W.A11111110, 1101111A&L m-w I -mmm-m,- A. LM% 0 %f-'f%"mS7R W-T TYPE 8 CUIRB flbrw %PWTYIER PER C.O.S. SwfwX S-1 WITH 4.501 WIDE COMBINATION TYPE EWALK PER C.O.B. STD. S-3. CONSTRUCT CASE "A" 04EELCHAIR RAMP PER CAL TRANS DETAL RSP AAA CONSTRUCT TYPE "A" CATCH BASIN PER C.O.B. STD. S-12 (CAPE E AS NOTED) \m/ I'A\ CONSTRUCT 129 ODE CROSS—GUTTER PER C.O.B. STD. S-35 CONSTRUCT SM. SURVEY MOW)MENT ENCASEMENT PER C.O.B. SM. S-29. + INSTALL STREET NAME SIGN PER C.O.B. SM. S-40 METRO + INSTALL " IETRO" STREET NAME SIGN PER C.O.B. STD. S•40 -U- INSTALL TRAFFIC CONTROL SIGN PER C.O.B. SM. T-19 (TYPE AS NOTED) -C>- INSTALL 5800 LUMEN STREET LIGHT PER C.O.B. STD. S-31 -(S:>- INSTALL 9,500 LUMEN STREET LIGHT PER C.O.B. STD. S-31. —6"S— PROPOSED SEWER LINE (SIZE AS NOTED) M PROPOSED SEWER MIAW40LE — SEE SEWER & STORM DRAIN PLANS ry (D) PLOP OSED STORM DRAIN MANIHOLE — SEE SEWER AND STORM DRAIN PLANS PROPOSED STORM DRAIN SEE SEWER AND STORM DRAIN PLANS -.".-"-SD— EMSTING STORM DRAIN PROPOSED CATCH BASIN 3.5" WIDE UNLESS OTHERWISE INDICATED E)ST*4G CATCH BASIN 0 E)OSTWG SURVEY MONUMENT ENCASEMENT P.I. VERTICAL. CURVE OR GRADE BREAK DRAINAGE FLOW DIRECTION PROPOSED FIRE HYDRANT LOCATION fQ• E>lSTM SLOPE all* EXISTKG PAVEMENT C.O. CLEAN OUT ( ) 00ST ELEVATION PROPOSED MASONRY WALL —TS— EMSTING TRAFFIC SIGNAL CONDUIT N 0 DRIVEWAYS PER C.O.B. STD. T-12 12* L L04E USING THERMOPLASTIC PAINT PER CAL TRANS STANDARD SPECKWATION SMO-21C-19 _N_ 0 20 40 so DR FEET Horz. 1 inch = 40 ft. Vert. 1 inch = 4 ft. � �fi u7 tL� 1 � L7 0 Lj -_—, ts� 0 CL) q-4 U STA. STA*= 1 M TN. V MUSTANI MOUNTAIN NSTA DRIVE MOUNTAIN NSTA DRIVE fLOKM CLPW A4 TA Cl C2 0 AwWWW"' Aw4424V'p Aw2WW5ft/ #w2dff Moril000 #waff Twww=ff Tovml4.2#.o To"14a 8*r STA. 13+14.. L.wJI.42" L=27. lJ* L=1#7.09' 00 N �o I A. 'W-- 1 %Jr I 1 0 %j ;j G.. to' F` 20' 20 10 30, 30 SEE SHEET 8 o,.2o' rm3E '090 ALT CONCRETE OVER MARif'OSA PEAK WAY 0040" BASE MATERIAL. OVER 0-30' NATIVE AT 95X MAX, REL. DENSITY Nlu � 1 � , t (PHA5E 1) NOTES: 127 STA.= 15+91.80 wAmm"mmxmmmmmmmwmm� M LA"QTAklr_ DVAV nO 4 Nib %�J% % .f 107 I a SrA = 1"41.04 M^48 R_ SrA =iii Its, M^#0 1125 'or THIS IS A- PHASE SUBDIVIS4N: PHASE IN AND 2 OLL BE CONSTRUCTED SIMULTANEOUSLY AND W!LL WILL BE COMPLETED FROM THE WESTERLY BOUNDARY TOWARDS THE EASTERLY BOUNDARY m Am, "MO, m in CONSTRUCT TYPE "B" CAB AND GUTTER PER C.O.B. STD. S -1 WITH 4. C ATION TYPE SIDEWALK C.O.B. SM. S -3. Q CONSTRUCT CASE 'A' WHEELCHAIR RAMP PER CAL TRANS DETAL RSIP ABBA CONSTRUCT TYPE "A" CATCH BASIN PER C.O.B. STD. S -12 (O SIZE AS NOTED) Q CONSTRUCT 12' WIDE CROSS-GUTTER PER C.O.B. STD. S -35 CONSTRUCT STD. VEY MOWJIMENT ENCASEMENT PER C.O.B. STD. S -29. INSTALL STREET NAME I PER C.O.B. STD. S-40 'Ro INSTALL "METRO" STREET NAME Ski PER C.O.B. STD. S -40 -u- INSTALL TRAFFIC CONTROL SIGN PER C.O.B. STD. T -19 (TYPE AS NOTED) -<=>- INSTALL 5800 LIEN STREET LIGHT PER C.O.B. STD. S -31 -(E>- INSTALL 9500 LUMEN STREET LIGHT PER C.O.B. STD. S -31. 6,$ PROPOSED SEVER L (SIZE AS NOTED) POSED SEViiER MANHOLE - SEE SEWER & STORM DRAIN PLANS (D) PROPOSED ST i DRAM MA 0LE — SEE SEWER AND STORM DRAIN PLANS PROPOSED STEM DRAIN — SEE SEWER AND STORM DRAIN PLANS ._ = E)OSTING STORM DRAIN D CATCH BASIN - 3.5' 1E UNLESS O - SE INDfCATED 1zf ' E)OSTM CATCH BASSI 0 E STING SURVEY MONUMENT NT ENCASEMENT P.I. VERTICAL EVE OR GRADE BMREAMC DRAINAGE FLOW DIRECTION PROPOSED P HYDRANT LOCATION (0- 6") E ST SLOPE XMST E� PAVE NT m C.O. CLEAN OUT ( EST ELEVATION PROPOSED MASONRY WALL TS-- EXISTS TRA C SIGNAL CONDUIT N 0 DRIVEWAYS PER C.O.B. STD. T -12 12" LET LW USING THERMOPLASTIC PANT PER CAL TRANS STANDARD SPECWtCA►TION B O -21 C -1 Q K- rr r r r 0 L L MOUNTAIN I DRIW 6+T t r� �.VtL.T.' kf �' t t • y. +.t.':+! . 1 fty ttt• .tiV�.,.! + + ♦ + ..+ ti�; I •�+ T�. tt'i: +ter . *+ '' I'-*- S �+'c "+6+..+f5t.5+.�++"•+ }tf'�a •�'S X01 h {!„ mal MOUNTAIN WSTA DRIW OKW CLOW A4 rA CI C2 ci AwWWIW'* h 155' Aw 'o ff #111rilff m- oo' Tat=20.W* T&vwf4.2go row4Z#70 L =31.42' L =27.13' L=1 #7.O'' 0,20' TYPE "B~ ASPHALT CONCRETE OVER 0.40' BASE MATERIAL OVER 0 *501 NATIVE AT 95X MAX. REL. DENSITY SIRRF4,7ITA PF.AK E ® 4% _m. E- Ue• u ® At a AJAAU SEE SHEET 8 PROSPECT PEAK WAY ,a zo' za ,o' as 7 AN'@ A All I IL AN A I /A RAV NOTES: . AO . 0204141616.. DA I ice.® X-21-04, O. R.. R. STA : 144Q I Iwo STS _ i ns. rn ran N 3fP1.= Itt74.pF L. Q� PROSPECT PK. WAY SIRRETTA PK. PL. t q'K CIO 4 Y ?�W pS11YC P. r. E .X' H. P. GS IMII TO Af1E1// THIS IS A PHASE SUBDIVISON: PHASE 1 AND 2 WII,.L RF CONSTRUCTED 5lIr1ULT EQUSLY AND WILL WILL BE COMPLETED FROM THE WESTERLY BOUNDARY TOWARDS THE EASTERLY BOUNDARY In Q J J � 0 0 � J N F— y. p r... itsD l l -�3 Ls� LLl �0� T U0 rr r r r 0 L L MOUNTAIN I DRIW 6+T t r� �.VtL.T.' kf �' t t • y. +.t.':+! . 1 fty ttt• .tiV�.,.! + + ♦ + ..+ ti�; I •�+ T�. tt'i: +ter . *+ '' I'-*- S �+'c "+6+..+f5t.5+.�++"•+ }tf'�a •�'S X01 h {!„ mal MOUNTAIN WSTA DRIW OKW CLOW A4 rA CI C2 ci AwWWIW'* h 155' Aw 'o ff #111rilff m- oo' Tat=20.W* T&vwf4.2go row4Z#70 L =31.42' L =27.13' L=1 #7.O'' 0,20' TYPE "B~ ASPHALT CONCRETE OVER 0.40' BASE MATERIAL OVER 0 *501 NATIVE AT 95X MAX. REL. DENSITY SIRRF4,7ITA PF.AK E ® 4% _m. E- Ue• u ® At a AJAAU SEE SHEET 8 PROSPECT PEAK WAY ,a zo' za ,o' as 7 AN'@ A All I IL AN A I /A RAV NOTES: . AO . 0204141616.. DA I ice.® X-21-04, O. R.. R. STA : 144Q I Iwo STS _ i ns. rn ran N 3fP1.= Itt74.pF L. Q� PROSPECT PK. WAY SIRRETTA PK. PL. t q'K CIO 4 Y ?�W pS11YC P. r. E .X' H. P. GS IMII TO Af1E1// THIS IS A PHASE SUBDIVISON: PHASE 1 AND 2 WII,.L RF CONSTRUCTED 5lIr1ULT EQUSLY AND WILL WILL BE COMPLETED FROM THE WESTERLY BOUNDARY TOWARDS THE EASTERLY BOUNDARY In Q J J � 0 0 � J N F— y. p r... itsD l l -�3 CONSTRUCT TYPE *8" CURB AND GUTTER PER C.O.B. SM. S-1 WITH 4.50" WN)E COMBINATION TYPE SOEWALK PER C.O.S. SM. S-3. CONSTRUCT CASE "At WHEELCHAIR RAMP PER CAL TRANS DETAL R. AMA CONSTRUCT TYPE *Am CATCH BASIN PER C.O.B. SM. S-12 (OPENING SIZE AS NOTED) CONSTRUCT 12' WIDE CROSS–GUTTER PER C.O.B. SM. S-35 CJ CONSTRUCT SM. SURVEY MONUMENT ENCASEMENT PER C.O.B. SM. S-29. INSTALL STREET NAME SIGN PER C.O.B. SM. S-40 METRO INSTALL "METRO" STREET NAME SIGN PER C.O.B. SM. S-40 INSTALL TRAFFIC CONTROL SIGN PER C.O.B. SM. T-19 (TYPE AS NOTED) INSTALL 5800 LUMEN STREET LIGHT PER C.O.B. SM. S-31 -<S:>- INSTALL 9500 LUMEN STREET LIGHT PER C.O.B. SM. S-31. 6 Its— PROPOSED SEWER LINE (SIZE AS NOTED) 0 PROPOSED SEWER MANHOLE – SEE SEWER & STORM DRAIN PLANS PROPOSED STORM DRAIN MANHOLE SEVIER AM STORM DRAIN PLANS PROPOSED STORM DRAIN SEE SEWER AND STORM DRAIN PLANS =S-D-- EX SLING STORM DRAIN PROPOSED CATCH BASIN 3.5", WIDE UNLESS OTHER'WISE 04DI-CATED EXISTING CATCH BASIN ® EXISTING SURVEY MONUMENT ENCASEMENT P.I. VER11CAL, CURVE OR GRADE BREAK DRAINAGE FLOW DIRECTION PROPOSED FIRE HYDRANT LOCATION (0• 60V EXISTING SLOPE EXISTING PAVEMENT C.O. CLEAN OUT ( ) EXIST ELEVATION r%%N-OSED MASONRY WALL —TS— EXISTING TRAFnC SIGNAL CONDUIT N V MVEWAYS PER C.O.B. SM. T-12 12'0 LMT LINE USING THERMOPLASTIC PAINT PER CAL TRANS STANDARD SPECIFICATION 8010-21C-19 0 20 40 so I IN FEET Horz. 1 inch 40 ft* Vert. 1 inch -,-4 f t. STAOGAW � 21+54.85 N. STA.= 16+04.84 E. SIRRETTA PEAK PL. & GRIZZLY PEAK DR. 1 1 ;t I I N-6 T t Q o u� Q oy� C4 kw&74"37' AwW3fbO'w A44 4 "55* Aw2W4#"50 so #wm000 ffim2dwo ffiwilwo R642.ff TopmIZ770 7b"21M STA 13+67.,K MC W W* WX AC & E. AffLff EA. WNT PIER DO. NO. 0204141616t DA 70 06-21-o4, aR.. 15 ,� ` p � 13 �E PEAK DRIVE �RIZZ�Y iL9 ROOM CUME W TA Cl C2 0 C4 kw&74"37' AwW3fbO'w A44 4 "55* Aw2W4#"50 so #wm000 ffim2dwo ffiwilwo R642.ff TopmIZ770 7b"21M Tiffi=1429' Ti 42-87' L=2108* L=34.51* L=27.I3* L ;197 AB' 0,20" TYPE *Bm ASPHALT CONCRETE OVER 0,400 BASE MATERIAL OVER 0*50' NATIVE AT 95% MAX. REL, DENSITY Sl EA ,TT P EA.---.-K...-.--.. PLACE (PM SE 1) 17 iu 19 F1 S7A* = 20+4Z61, PVpwW fL SSA = 21+W.67, Pf kb - Nb �01 ow -"is" 16 DWY L. STA. = 20+ 75. 1 J STA.= 20+02.37 mom"mom"w� SIRRETTA PEAK PL, mov < 12 000 t 20 21 m I THIS IS A PHASE S PHASE 1 AND 2 WILL BE CONSTRUCTED SIMULTANEOUSLY AND WILL WILL BE COMPLETED FROM THE WESTERLY BOUNDARY TOWARDS THE EASTERLY BOUNDARY Cl) LL cc CO ui J J $ � Q 04 m CONSTRUCT T1i "S" CURB AND GUTTER PER C.O.B. STD• S -1 VATH 4 COMBINATION TYPE SKXV&K PER C.O.B. STD. S -3. CONSTRUCT CASE 'A' WHEELCI4AI R RAC PER CAL TRANS DETAL RSP ANA CONSTRUCT TYPE "A" CATCH BASIN PER C.C.B. STD. 5 -12 (OPENING SIZE AS NOTED) Q CONSTRUCT 12' W110E CROSS — CUTTER PER C.C.B. STD. 5 -55 CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. S-29. INSTALL STREET . N AIE SIGN PER C.C.B. STD. S-40 METRO INSTALL "METRO" STREET NAME SIGN PER C.O.B. STD. 5 -40 INSTALL TRAFFIC CONTROL.. SIGN PER C.O.B. STD. T -19 (TYPE AS NOTED) -- INSTALL 5800 LUMEN STREET LICIT PER C.O.B. STD. S— INSTALL 9500 LIEN STET LICIT PER C.O.B. STD. 5 -51. —6"S— PROPOSED SEWER LINE (SIZE AS KO' M PROPOSED SEWER M - SEE SEVER & STORM DRAIN PLANS a PROPOSED STORM DRAIN MANHOLE - SEE SEWER AND STORM DRIB PLANS PROPOSED STORM DRAIN - SEE SEWER AND STORM DRAIN PLANS EXISTING STORM DRAIN PROPOSED CATCH BASIN — 3.5' WINE UNiLESS OTHERVASE D CATER � o ' EXlSTW CATCH BASIN ® EXISTS SURVEY MONUMENT ENCASEMENT ,�. P.I. VERTICAL EVE OR GRADE BREAK ---�- DRAINAGE FLOW nIREECTION PROPOSED FIRE H nRANT LOCATION 10.6 > EXISTS SLOPE ■ .4, s ' " EXIST'C PAVEIEN` C.O. CLEAN OUT EXIST ELEVATION PROPOSED MASONRY FALL TS—' E)aST*4G TRAFFIC °SIGNAL CONDUIT v DRIVEWAYS PER C.O.B. STD. T -12 12" ITT LINE USA THERMOPLASTIC PAINT PER CAL TRANS STANDARD SPECIFICATION "+I 8010 -21 C -19 i i i va va PSW EASEW7VT PER TrD BE RECORDED Ml1N PHASE 1 LOT B FUTURE WATER WELL SITE Rl'" FL STA = OwF0&57. PRC SEE SnIEET 4 TO SqARKTODTH PEAK DRIkE SOT A ,140 TTOrII ELEV. =.32.0 /AN REOUWD = 245 6 CF ' � t OWDiED = 249, 750 CF ° -0999— T II=�' GA lE \ PAR aQa S1D 5 -11 —' STA-ew 10+00* STA.= 10 +BC1.00 E. qbUCKHORN PEAK DRIVE � X x do GRIZZLY PEAK DRIVE � I� Ft srA = 10+5134 PFPI AI R ST iifGRmR FL STA = 08+91.87 1!C �G t �ti acs' '90, SD' M M P. G. ! E. AftZW £AS�'iM�NT PAR dOC. MO. 0204141616, DAlEO 06- 21 -049 O.R.. Qom; 4*Ur T� FLOVW DA TA Cl C2 0 C4 C5 Cab C7 co AdwW W "I A 2225III Aw 121;' 61 W A2774 85r A23' '. 5'g A3'1 ",x'18" Aw& " 14',37' A 31 "M Tan =28,94 TOWS- 94 Tarp 151..34' Tom& 48' Tan =57.0 T =B'!. 72' Ton= 17.77' Taw2j. ' L =49.5,3' L =15.70' L=1M M" L =16.85' L=11118' L =17&M' L =29.06' L =34.51' 10 / 10' C0414A 06504 P.a E . ' H. P. GA S MM It TD IRMMII / i Tom'. Tom. �; � It .�, r; 32 $ TA = f4 .. •�•. STA = f 1 I M a �r-- � N lit 20.Wp LT ... (Z� ui� p p a �� � *+ � ii 0 w d RA r ASK T .� �•. 1"y &_ a , / `7 1 % N a N 1p w-w-w vl� w v v G3'L�•Z N,i t,. Ie wq or�L " P STA.= 12 +14.16 N. a PHASE 1310UNDARY, BC 500 WE P.C. & E. PW0C EASEWNT PER —� D►QC. NO. 10204141614 DAIED 06 -21 -114, Q.R.. 0.20' TYPE "B" ASPHALT CONCRETE OVER 0.40' BASE MATERIAL OVER i 0.50' NATIVE AT 95X MAX, REL• DENS TY 0 20 b !0 IN FEET ) Horz. 1 inch = 40 ft. Vert. 1 inch-4 ft. nR 09 10 1 OV � 107 A 3V�cal�N 1.51.5 N flP. TYP. EM A rp,nA%SE 2 PHA SE I ti 12 13 14 28 STA.= 14 +66.62 N. STA• _ 20+00.61 E. ONYX PEAS LAME & GRIZZLY PEAK DRIVE 15 iu NOTES: THIS IS A PKASE SUBDIVISON: PHASE 1 AND 2 WILL BE CONSTRUCTED SIMULTANEOUSLY AND WILL WILL BE COMPLETED FROM THE WESTERLY BOUNDARY TOWARDS THE EASTERLY 801JINDARY ■ .. ; ; TO"= l T STA 10+58..3 Pal FL TA = 10+50.JJ PW FL ELEV J50.51 ■ • 0 S M �*w '' 356, ------ 356 is • .� ' • ■ llowt X11V ---- ----------- low N p a a Evs 77NG: CROUND 0 E A S T f L 0K/ ' FII C I v I /46 OF CA A ■ • - ----------- • 0 352 352 t% ; ---------------- p --------------- ----------- ----------- PI ■ - -, , M 7K a.* ice. : a , A : •AO rte' : . , WW��11 w (w� _ asmA • , A �Y 4 C..,. ,i ? ,.• 'P :�. 348 ' ------ ,. xff ■- ■ M 348 ■ ■ • �v ■ ----------- L x L 1,118' •.. ' L =.'• L =345' L =f3. 70' C FAST INS iwo n 344 344 -----------' , ■ ; • E aw CAS MM IRK: • C-N ' ; ; . M ; : PT _ ,44 ; iT STA = W71. �. STA = 10+ 71.67 ' ■ P _ 5 FOR PHASE 1 ONLY ; !► �w - " ' IOU no AWI N OF'RE ORD 356 ' --------- 356 • • �. : ; EXP. 6/30/ D ""T fLOKINE EVS 77NG a! .352 --- ------ -- -- 352 --------- - ------------- --------- ----- --------- - ----------- -------- ----- ---------- axm 5" a ; c ■ , ■ —a -Opp 348L --------------- ------------ --------- 348: ■ ■ ■ - ------------- ;o1 i fLoK PROP0.1;ED W "I A ■ • A o GAS MM ; • ■ wr..r.. - .. uj O O J J ~ t; � O sHe�� c 12 OFD 24 CONSTRUCT TYPE W CURB AND GUTTER PER,C.O.S. SM. S-1 MATH 4.501 WIDE COMINN ATION TYPE ! I i -pp 1. 1 1 1 PER C.O.B. SM. S-3. CONSTRUCT CASE $A" VO4EELCHAIR RAMP PER CAL TRANS DETAL RSP AWA CONSTRUCT TYPE *As$ CATCH BASIN PER C.O.S. SM. S-12 (OPE : SIZE AS NOTED) CONSTRUCT 12" WIDE CROSS—GUTTER PER C.O.S. SM. S-35 CONSTRUCT SM. SURVEY MONUMENT ENCASEMENT PER C.O.S. SM. S-29. + INSTALL STREET NAME SIGN PER C.O.S. SM. S-40 ME70+ INSTALL *METW STREET NAME SIGN PER C.O.S. SM. S-40 INSTALL TRAFFIC CONTROL SIGN PER C.O.B. SM. T-19 (TYPE AS NOTED) INSTALL 58M LUMEN STREET LIGHT PER C.O.S. SM. S-31 INSTALL 9,500 LL STREET LIGHT PER C.O.B. SM. S-31. 619S— PROPOSED SEWER LINE (SIZE AS NOTED) 0 PROPOSED SEVER MANHOLE — SEE SEWER & STORM DRAIN PLANS 0) PROPOSED STORM DRAIN MANHOLE — SEE SEWER AND STORM DRAIN PLANS PROPOSED STORM DRAIN — SEE SEWER AND STORM DRAIN PLANS =.SD= EXISTING STORM DRAIN PROPOSED CATCH BASIN — 3.5' W11DE UNLESS OTHERVASE MOCATED EXISTING CATCH BASIN v 0 EXISTING SURVEY MONUMENT ENCASEMENT P.I. VERTICAL CURVE OR GRADE BREAK m DRAINAGE FLOW DIRECTION I \ev \1 I I * PROPOSED FIRE HYDRANT LOCATION 123 X > EXISTING SLOPE EXISTING PAVEMENT E M P.04 E. 30" H.P. GAS 70 mium C.O. CLEAN OUT ( ) EXIST ELEVATION PROPOSED MASONRY WALL —TS— EXISTING TRAFFIC SIGNAL CONDUIT N -V DRIVEWAYS PER C.O.B. SM. T-12 12" LIMIT LINE USING THERMOPLAS71C PAINT PER CAL TRANS STANDARD SPEOFICATti 8010-21C-19 IN P!E Horz. 1 inch = 40 Vert. 1 inch = 4 I /w I CYA 4&_jL00 01. ki DUTCHMAN PEAK LANE & GRIZZLY PEAK ,OePRIVE ol Nll.� ROJILM CUM A4 TA • 7EMOWM Y FL OWM CAW DATA C1 C2 0 C4 C5 C6 C7 C8 AwW31*W" Aw14*570 AwJ4V#*410 AwSOW*00'0 A-- 44'24'55'* A=104:24*551* .-268 @49 *50 X268"49'5" ffim2aloo, fflmw2aff &w2W evs mmmierp Rmw2a W* R=JZOO" R=4aool R--40. 00* Tm=23.35* To im 17.77 0 T 8 42* nowmamp Tww2aws Ton= =15.11' Tan=51.58" Tan=4a8f L=34.51' L=29.06* Lim15d'.63' L4,00.70' L=31.42' L=26.68' L =7.- ' L=18Z68 J* f WASE 1 PHASE7 2- 7Eh"MY 7URAIAROLM EASEMENT 0,20" TYPE *8* ASPHALT CONCRETE OVER 0,40" BASE MATERIAL OVER 0.50' NATIVE AT 955 MAX., REL. DENSITY ,R&AN PFAK RASE 1 &PHASE 2) ft. ft. 11 12 13 14 OT A . I *X-jL I I CA ki CCWS CT 6 * A. C. DIKE t DUTCHMAN PEAK LANE Will"I AM 71 APIA I A PS&OW A& irk & MOONLIGHT PEAK DRIVE �i IEWORMY TURNAROUW rO BE RENOWD W7H PHASE 2 IN TS 0.20*'AC. 0 0.50*'NA77W 0 95% 15 Ju SEE SHEET 21 MOONLIGHT PEAK DRIW i[. 17 NOTES* 1. 95% COMPACTION REQUIRED UNDER AND A MINIMUM Of' 1.00' EACH SIDE OF CROSS GUTTERS, TO A DEPTH OF 112 2. ALL STATIONING IS ALONG STREET CENTERLINE EXCEPT WHERE NOTED AS FLOWINE STATIONING. 140 Zt IRK 2 � LQ 2�Lon THIS IS A PHASE SUBDIVISQN: PHASE 1 AND 2 ;LL -BE CONSTRUCTED SIMULTANEOU . SLY AND WILL WILL BE COMPLETED FROM THE WESTERLY BOUNDARY TOWARDS THE EASTERLY BOUNDARY v W z i Cl) • • W ()4) wow= LL am z c1p) F� w Fm cf) 11 T_ 0* K) r--, fe) r j (10 u__ (n Ix x Lo < u- m 0 0 (0 LAJ V) 04 re) _000i C 04 (0 N 0 pe) • 0) V__ CL 3 W 0 0 V) 0 0 0 • ------------ -------------- -------- r ------- Jill O Mc, 356 ------------- ------------- --------- Bit EXIS --------- OfD .0 NOR 7H FL NNE -------------- t-4j IV OF ALA 352 ------------- Pit------------- ■ STA = a c,4 ------------- 1,10+1j;w #oUW AU 4 -43- 2.. 3-52 aweAw 348 ..... del -am ■ AM XWP. 34ZM JV7. 10 t 4j ------------- lob, iiii - --- ■ ---- 348 Awl __ CP L=20.06* Lwtta7O* 344 -- - ------------ --------------------- NOR FLOKINE PROFXE ------ --------------- ---- - - .0 IS 344 G�S ------- cc 340 -- - ------------ -- ------ ----- t _Q -------------- ---------------- --------- ------------ FOR: PHASE i ONLY ■ L DRAWING OF ECOR ------------- - ------ ------------- -------------- . '., Ln �.. Ln LO v L. ALBERTO LOPiFZ R.C.E 67602 356 ---------- --------- --- EXP. 6/W 5,6 G 0 SX7H JA FLONONE AJ 352 ---------- N ■ A Vill + I 352 - ------------ - all te ------- STA = 1 a CA 11 12 w 6 -- --- - -- -------- STA If+ .87 Tom' 'PA'p 0 0mjww ce te aC4?W M, TIC' 19PA '09 Afa 5 00 ommm Ln 348 ----------- a V. A1! ma P. 54Z It W ■ amir _AL ami 4A J& AM. R w - .08 a2m t-oki q-%-Ib--- A -------- ---- ---------- --- 348 ■ ------------ Lw3t5 L451.si X Q1 344 ■ LjwJI.42 L=31- 42 -- ------------- -------- - ----- --------- 0. z-o 44 PROPOSED SOUN FLO iFirm ---------- Ne.:C 0676W ?G ■ 340 ----------- 4.--- -------------- ----- --------- ------- ------- ------- -------- ------ z --------- ------------- --------- --------------- --------------- --------------- --------------- t ------------- ------------- --------------- ■----------- --------------- ------------- - ■ -------------- 40 W z i Cl) • • W ()4) wow= LL am z c1p) F� w Fm cf) 11 T_ 0* K) r--, fe) r j (10 u__ (n Ix x Lo < u- m 0 0 (0 LAJ V) 04 re) _000i C 04 (0 N 0 pe) • 0) V__ CL 3 W 0 0 V) 0 0 0 0 CONSTRUCT TYPE "B* CURB AND OU PER C.O.S. SM. S•1 WITH 4.50* WIDE COMINNATtON TYPE SIDIEWALX PER C.O.B. SM. S-3. CONSTRUCT CASE $A$ WHEELCHAIR RAMP PER CAL TRANS DETAL RSIP AAA CONSTRUCT TYPE *An CATCH BASIN PER C.O.S. SM. S-12 (OPENING SIZE AS NOTED) CONSTRUCT 12" WOE CROSS—GUTTER PER C.O.B. SM. S-35 El CONSTRUCT SM. SURVEY MO ,I ENCASEMENT PER C.O.S. SM. S-29. + INSTALL STREET NAME SIGN PER C.O.B. SM. S-40 MEIRO+ AINSTALL w`METROn STRUT NAME SIGN PER C.O.B. SM. S-40 INSTALL TRAFFIC CONTROL SM PER C.O.B. SM. T-19 (TYPE AS NOTED) INSTALL 58W LUMEN STREET LIGHT PER C.O.B. SM. S-31 INSTALL 9500 LUMEN STREET LIGHT PER C.O.S. SM. S-31. —6"S— PROPOSED SEWER LINE (SIZE AS NOTED) 0 PROPOSED SEWER MANIH.OLE — SEE SEWER & STORM DRAIN PLANS (D) PROPOSED STORM DRAIN MANHOLE — SEE SEWER AND STORM DRAIN PLANS PROPOSED STORM DRAIN — SEE SEWER AND STORM DRAIN PLANS =-WWWSD= EXISTING STORM DRAIN PROPO! SED CATCH BASIN — 3.5" WIDE UNLESS OTHER%ISE INDICATED EXISTS CATCH BASIN ® EXISTING SURVEY MONUMENT E14CASEMENT P.I. VERTICAL CURVE OR GRADE BREAK DRAINAGE FLOW DIRECTION PRMMD FIRE HYDRANT LOCATION (0- WX) EXISTING SLOPE EXISTING PAVEMENT C.O. CLEAN OUT EXIST ELEVATION PROPOSED MASONRY WALL TS— EXlST114G TRAFFIC SIGNAL CONDUIT 0 DRIVEWAYS PER C.O.S. SM. T-12 12m LT LINE USING THERMOPLASTIC PAINT PER CAL TRANS STANDARD SPEOFICATION 8MO-21C-19 _I 0 20 40 so IN FEET Horz. 1 inch = 40 ft. Vert. 1 inch-4 ft. i� W�� :Z L q-i x 2 Q J �- O 50 SEE SHEET 22 DOGT001H PEAK WAY 309 30 0 10' 20' 2V 10, —F 71 & DOGTOOTH PEAK WAY FLOWJW CU RW A4 TA Cl C2 0 AwWWIV'* Aw44205* AwJW4#*Wlp '41116,mwo ffiw3lovo #Wa-. w # Tw"w2O.W* TWW142,90 Tim 4Z87t L=31.42" L =27.13' L=197.09' 0, 209 TYPE OBIO ASPHALT COMCRETE OVER 0*44' . BASE MA7MAL OVER 0o50' NATIVE AT 95% MAX, REL DENSITY DUTCfB4AN P LA14E NOTES: 1. 95% COMPAC71ON REOVIRED UNDER. AND A MINIMUM OF 1.00' EACH SIDE OF CROSS CAJ RS TO A DEPTH OF 12 2. ALL STATIONING IS ALONG STREET CENTERLINE EXCEPT YMERE NOTED AS FLOY&INE STATIONING. � /st 4X3 5 C; � 3� I �mm 37. 880' 25+ 000* rL..,STA wow %p f" - &6%e_r_A�lrql%pw 36 STA.= 24+53.& .E- THIS IS A PHASE SU8DIViSQN: PHASE 1 AND 2 MLL BE CONSTRUCTED SIMULTANEOUSLY AND WILL WILL BE COMPLETED FROM THE WESTERLY BOUNDARY TOWARDS THE EASTERLY BOUNDARY 18 19 20 21 22 .23 24 25 ----------------- f ------------ oFE 9% 356 o ------------- - ------ 356 ■ TAd _xp. •� L9 op, t EVS77NG 0 NORM fLOKIAIE CIVI N 194 CA 352 - ----------- 352 --------------- ---------- I�.,. *Wlft. v%ft. l 7K A Sf axw . .. . &Nis" am 4 `� vj ��` � 1 3,t q ,1 � '(' � t �� (/ ` � 4It to r�� t1� axw L _Aj 348 348 am ------ a_*_vF__ A --------- L ------ ---------- ---------- ---- - ---------- A was 4mww Mumma ft– Co. ft-4 Q X Ljw27.13* L-wJ 42 NM7H flOKIAC PRaU 344 ------------- -------- --- 44j` --------- 40 340 3 --------- ------- ------- ------------ ---- - ---------- --------------- ------------- - ------------ 7K ---------------- -------------- sa -------- i 356 ----------- --- ----- lauk ------- • f © 356 -------- ------- I --------------- - ---------- --- -------------- • T_ EAIS71NG R 0 Sw 7H fLOKNE ■ N N N 352 ------------- -------------- 3 -2 -IF : - - ------------ ------------ & As a a At 3444R d4l* 348 ------------------------- ---------------------- L a2l! X• '-� L=27- IJV LjwlA r MiTOSM 7H fLQK PROFXE 344 • ----------- - ----- --- -------- ------ -------------- - 344 J, ------------ -- - ------------ No. 340 ---- ip ------ ------------------- • ' �Q� � � ►� ice, 340 ------- ------- ------------ - -------------- 7 ------------- ------------ -------------- --------------- ---------- ---- ---------- I ------ ------------ 4.__ ------- ; ------- -------- -A ------------ ------------- ■ 3 * pej r%., < ri U N pf) C) � I v- UJ (o I co Z %ft-00 V) wx Lio < u- m 0 0 uJ V) N. 0 pe)• mm V_ CL J 0 3. W , a � LIN r. LAW w 0 J J � O C� O �3 m O CONSTRUCT TYPE " CURB AM DUT' R PER C.O.B. STD. S-1 1 TH 4.50 COMBINATION TYPE SIOEWALK PER C.O.B. SID. S -3. Q CONSTRUCT CASE 'Al WHEELCHAIR RAMP PER CAL TRANS DETAL RSP A86A CONSTRUCT T "A" CATCH BASIN PER C.O.S. STD. S -12 (OPIEW4G SIZE AS NOTED) 0 CONSTRUCT .1 2' WIDE CROSS-GUTTER PER C.O.B. STD. S -35 0 CONSTRUCT S'fVii. SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. S-29. + INSTALL STREET NAME t PER C.O.S. STD. S-40 METRO INSTALL "METRO" STREET NAIVE SM PER C.O.B. ST. S -40 INSTALL TRAFFIC CONTROL SIGN PER C.O.B. STD. T -19 (TYPE AS NOTED) -- INSTALL 5800 LUMEN STREET LICIT PER C.O.S. STD. S -31 ->- INSTALL 9500 LUMEN STREET LIGHT PER C.O.B. STD. S-31. 6 "S PROPOSED SCR L (SIZE AS (NOTED) PROPOSED SEWER MANHOLE - SEE SEAR & STORM DRAIN PLANS PROPOSED STORM DRAIN MAIN LE - SEE SEWER AND STOIRM DRAIN PLA14S PROPC' SED STORM DRAIN - .SEE SEV11MER AND STORM DRAIN PLAN == EXISTING STORM DRAT PROPOSED CATCH BASIN - 3.5' WIDE UNLESS OTHERWISE 10MATED EXISTING CATCH BASIN O EXISTING SURVEY MONUMENT ENCASEMENT NT P.I. VERTICAL CURVE OR CRAB AK --- --�..- DRAINAGE FLOW DIRECTION PROPOSED FIRE HYDRANT LOCATION (0.6 V EXISTING SLOPE ''? #: '•::��: EXISTING PAVEMENT C.O. CLEAN OUT ( } EXIST ELEVATION PROPOSED MASONRY (MALL TS EXISTING TRAFFIC SIGNAL CONCJIT v DRIVEWAYS PER C.O.B. SM. T -12 12" L T LINE U THERMOPLASTIC PAINT PER CAL. TRAINS STANDARD SPEO'ICAT"ION 8010- 21C -19 a 0 20 40 eo IN FM Horz. 1 inch = 40 f t1p Vert. 1 inch— 4 ft. SE E SHE 12. y pEAK G%R a CU TA Of C2 0 C4 ,®• W V514" Aw&774'JT #"f " AWW' " IRS. iNxws ffiwmo 1w' T , ,l14' fl. 7 ' Twmw2JJW Ti t' L= 5Y L =2106' L=3#.51* L =31.42' 50 WE R. a & E A PELAW EASFWW T PER DOC. ISO. 02041 4161 , DI YED 06- 21-04, O.R.. ki V I vv%L.1 (WATER WELL) �E sHtt� EAK wP , SALSOERR 0.20' TYPE *B* ASPHALT CONCRETE OVER 0.40' BASE MATOaAL OVER 0,50" NA71VE AT 95% 4AX REL. DENSITY .SSE SHEET 18 OMENS PEAK WAY V 30 ,a so' t m' I ,a• ki STA.= 10+00.00 N. TA.=m 15+43-15 E. BUCKHORN PAC DRIVE OWENS PEAK SWAY THIS IS A PHASE SUBDIMISON: PHASE 1 AND 2 WILL BE CONSTRUCTED SNr1UlTANEO(JSLY AND WILL IMLL BE Cta1Mi)'LETEfl FROM THE WESTERLY BOUNDARY TOWARDS THE EASTERLY BOUNDARY 10 11 12 13 14 15 16 17 356 356 ■ • • • • • w w : ----- -------- ----------- -- ----------------------- ------------ - -------- - ------ , • ... we .. N N 0 NORM FLO te 352 • N N M N N .� • *� N N 352 • : • - ; • _ , ■ L-0 , astjr • - d • 348 AIR • • . J 348 Lmw49l3r • T = 1 c No zx xp 3 • .' a C4 7 L =,• • AM. � _ .� , 'R , 344 ' 7K �I F •.. : 344 - - - - - - - - - - - - - - ---------- ILI" ------- - ------------- '► ---------- 41 114AV Z. ■ , ' 340 A ------------- ------ 340 ----------- ------------- - -------- -1c ------------- )heft Cf. • ' • -. ■ ' • ■ - IK 356 356 --------- - ----- , ■ ■ • _, - --------- ft- --------- Waft N EVS *:SXIH • k N N p : . N ' 352 ■ ------- ------- ----H ------- 352 - --------- --------- ------ ------------- 04m 348 348 ----------- ------------- -------------- IL -------- � f S A 141 fir a 1 A* of pop, • r �. w ' W fL Q .. 344 _ . ' ate. , C 344 V* EW cl �3 ■ , Q C 344pv A 314wv ------------ �7 • ' -.4 ------------ __v -------------- ------- --- ------------ ------------- --------- ----- ---------- ------ --------- k ------ -------- L ------- ------ --------- , , ., • ■ ■ , El 8 0 0 o J J Q �y 1, 1 -63��i ��- CONSTRUCT TYPE *B'p CURB AND GUTTER PER C.O.B. SM. S-1 NTH 4.501 WIDE COMBINATION TYPE SOEWALK PER C.O.B. SM. 5 -3. CONSTRUCT CASE #A$ WEELCHAIR RAMP PER CAL TRANS DETAL RSP AMA CONSTRUCT TYPE "An CATCH BASIN PER C.O.B. SM. 5 -12 (OPENING SIZE AS NOTED) CONSTRUCT 12" WIDE CROSS-GUTTER PER C.O.B. SM. 5 -35 El CONSTRUCT SM. SURVEY MONUMENT E14CASEMENT PER C.O.B. SM. S-29. + INSTALL STREET NAME SIGN PER C.O.B. SM. S-40 M'TRO+ 114STALL "METRO" STREET NAME SIGN PER C.O.B. SM. S-40 INSTALL TRAFFIC CONTROL SIGN PER C.O.B. SM. T-19 (TYPE AS NOTED) INSTALL 5800 LUMEN STREET LIGHT PER C.O.B. SM. 5 -31 INSTALL 9500 LUMEN STET LIGHT PER C.O.S. SM. 5 -31. —6"S— PROPOSED SE* ER LINE (SIZE AS NOTED) 0 PROPOSED SEVER MANHOLE - SEE SEVER & STORM DRAIN PLANS PROPOSED STORM DRAIN MAWOLE - SEE SEVER AND STORM DRAIN PLANS PROPOSED STORM DRAIN - SEE SEVER AND STORM DRAIN PLANS -SD= EXISTING STORM DRAIN ........ .. . 11111ir PROPOSED CATCH BASIN - 3.5" WIDE UNLESS OTHERWSE *OCATED ",T' EXISTING CATCH BASIN L 0 EXISTING SURVEY MONUMENT ENCASEMENT h p i 11ramr.AI CURVE OR (wAnr PAFAx Ewym P. Q& E No mp. GAS MAAV TO MOON g + � 4�6 00 STA. 10+ 00. 00 N. DRAINAGE FLOW DIRECTION N PROPOSED FIRE HYDRANT RACT BOUDARY RANT LOCATION SALSBERRY PEAK WAY (a 60V EXISTING SLOPE EXISTING PAVEMENT SLOPE '" 50" WX P4 & E. POUM EASEWNT PER C.O. CLEAN OUT DOC. NO. 0204141616.. DA IED 06-21-04, aR.. ( ) EXIST ELEVATION PROPOSED MASONRY WALL —TS— EXISTING TRAFFIC SIGNAL CONDUIT jf DRIVEWAYS PER C.O.B. SM. T-12 12" LIFT LINE USING THERMOPLASTIC PAINT PER CAL TRANS STANDARD SPECIFICATION 8010-21C-19 0 20 40 so IN MZ? Horz. 1 inch = 40 ft* Vert. 1 inch =4.ft. LOT B k (FUTURE) 0`0 SEE SHEET 16 BUCKHORN PEAK D 30# 30 RIB 2V- no 10, R t Jir��1t-N%-` -- �x � pw lr/w 113 A AA - Aft In= A -IIIIIIIIIP ►2 (L BUCKHORN PEAK DRIVE & SALSBERRY PEAK WAY 114 SEE SHEET 16 BUCKHOrRN PEAK DR/ W 0.20" TYPE *B" ASPHALT CONCRETE OVER 0*40" BASE MATERIAL OVER 0.50" NATIVE AT 95X MAX. REL, DENSITY A AIR A FLONEAF CUM DA TA Cl C2 0 AwDOWW Awg"4"5r *031*00 it W,mw* m ffiw24W* ffiwJdff rww2dw* row i 7.7;e retw2am" L=31.42* L=2106* L=3451 C4 C5 Aw2nntw Aw25"X*42'w ffiwimff )Owmw,* ropff"O rw"wU 770 L.wIX20' L=125.41' SEE SHEET 16 BUCKHA4N PEAK DRIVE 309 30 9 10, 209 209 10' 102 R/iv (L OWNS PEAK WAY & BUCKHORN PEAK DRIVE 101 x A) SEE SHEET 16 BUCKHORN PEAK DRIVE NOTES: 1. 95% COMPACTION REQUIRED UNDER AND A MINIMUM OF SEE SHEET 19 1.00* EACH SIDE OF CROSS GUTTERS, TO A DEPTH OF 12 Al ETRUT­ a.1 TAN WA Y 2. ALL STATIONING IS ALONG STREET CENTERLINE EXCEPT WHERE 30# 30 NOTED AS FLOWILINE STATIONING. 10, 20. 209 10, 1111oll 0.20" TYPE "B" ASPHALT CONCRETE OVER 0*40" BASE MATERIAL OVER 0*50' NATIVE AT 95% MAX. REL. DENSITY OWENS PEAK WAY CP��4SE 2) 5 6. STA.= 13+16.3.6 No S TA. = 13+41.6.6 E. OWENS PEAK WAY Ap UCIMI"�rU ITAkl' W ®v Rl'w S7 au au SEE SHEET 19 METROPOLITAN WAY THIS IS A PHASE SUBD11flS4N: PHASE 1 AND 2 WILL BE CONSTRUCTED SIMULTANEOUSLY AND WILL MILL BE COMPLETED FROM THE WESTERLY BOUNDARY TOWARDS THE EASTERLY BOUNDARY 9 10 11 12 10 11 12 13 ---------- -------------- 356 356 te • b ----------- A'I ---- ----- ----------- - - -------------------- - ------------- - - ------------ i --------- E SWG IING 0?0UMD 0 EAST FLOW.INE GROUND EAST Ft D INS 35 352 2 Ir -- - -------- ----------- - ---------- ------------- + axw -a -A a :a2m 411 ■ asix ■ 348 348 - - ---------- No Fa- Exp- viv iwWLaTl0smFD ST FLOKMC PROIFXE PROPOSED ST FLOKINE1 PROFXE FC 344 344 Ll • ----- - -------- atom ----------- ------------ • C:� : ;, Rju. ■ • -340 340 --- ■ --- --------------- :-- ■ ----------- • - ----------- • • ------------ all< ------------- ---- -- 4 ---------- ------------- ------ ----------- 356 356 ■ ■ ■ ■ ------------ &___ -------- -- ----- ------- --------- EoWS77NG GR W.AV 0 *EST FLOKINE, EAlS77NG WOUND 0 T FLOKINE ■ 352 -------------- 352 ------------ - ---------- -------- --------- ---------- --------- ------ ------------ ---- ----------- IDS asts■ ` + .�1� �/1 -loll i , • • ; ■ a2m,Wow 4"000 asix "ma 3 348 48 - ------------ ------------ --- --------- �%_l ------------- -------------- -------------- ------- -------- ----------- 11E L=34.51 ■ L=51.42 NEST ADKN'E ■ row NUS TFLOKINE PRMLE No. --------------- ----------- Ev I v Aaw G 340 340 ------------- --- ------------ ■ -------------- -------------- %.- ---------- ------ --------- ----- I ----------- ------------ ----------- E)fS C Lu 0. CO Cl) z 0 C z 0amm F� w w Fw_ P CO (0 C*4 �D cc W.- (n x < x uj co 0 0 V.) 0 pe) Iv NEW 1% db w O J o � 0 � J N fin l (�L�3�9 l�-: C0I4S7 U T TYPE *9* AND GUTTER C•C•.9. SM S--1 WTH 4.50" WIDE COMININATION TYPE SIDEWALK . r 0 STRUCT CASE 'A' *4EELCHAIR RAMP PER CAL TANS DETAL RSP AMA CONSTRUCT TYPE "A'* CATCH BAS PER C.O.B: STS. 5 -12 (OPENING SIZE AS DOTED) Q CONSTRUCT 12# ON C— GUTTY PER C. O.10. STD. S— CONSTRUCT STD. SLMRVEY MONUMENT EWDASEMENT PER C.O.B. STD. S-29. INSTALL STREET NAME SIB PER C.O.B. STD. S -40 METRO INSTALL *METRO* SST NAME SIGN PER C.O.B. STD. S-40 w" INSTALL TRAFFIC CONTROL L SI ! PER C.O.B. STD. T -19 (TYPE AS NOTE) - - INSTALL 5800 LUMEN STREET LIGHT PER C.O.B. STD. 5 -31 >- INSTALL 95M LUMEN STREET LIGHT PER C.O.B. STD. S-31. "s-- PO►PO SER L (SIZE AS NOTED) PROPOSED R M - SEE SEUER & STORM DRAIN PLANS (a) PlIMPOSED STORM DRAIN MANHOLE - SEE SEWER STORIM DRAIN PLANS PROPOSED STORM DRAIN - SEE SEWER AND STORM DRAIN PLANS = E S ST ORM DMA 1 SD P OP SED CATCH BALI - 3.50 woE LwESS orretwx oacATED `s, E STS CATCH BAS E iST*4G SUR VEY MONUMENT ENCASEMENT • P•1. VERTICAL CAVE OR GRADE AK -�.- DRAINAGE FLOW DIRECTION PROPOSED FIRE HYDRANT LOCATION fQ• EXISTING SLOPE m EXISTING PAVEMENT C.O. CLEAN CUT ( ) EXIST ELEVATION PROPOSED MASONRY WALL - T EXISTING TRAFFIC SIGNAL CONDUIT N M rRIVEVMYS PER C.O.B. STD. T -12 12" L T LIB USA THERMOPLAS71C PAINT PER CAL 7RA S STANDARD SPECtnCATION O- 21 C -19 0 20 40 80 IN Horz. 1 inch = 40 ft. Vert. 1 inch = 4 ft. SEE SHEET 21 MOONLIGHT PEAK DRIVE ,n xo• m• io' g 125 TA•= 10+00.00 N../ STA• = 10+ 00.00 E. It METROPOLITAN TAN WAY MOONLIGHT PEAK DRIVE 10 11 OO rA Cl a a.W - zwwww ff RAW' T , C 0 TO"=X L= L =.x.42' QT.me ,14.11%19 ki ,e I m zo' ,a 309 309 SEE &VEET 18 OMENS PEAK WAY 0.20' TYPE "H' ASPHALT CONCRETE OVER 0.40' BASE MATERlI4L OVER 0.50' NATIVE AT 95% MAX. REI. D£NS1TY 'WAY (PHASE 2) 12 13 14 15 NOTES: 1. COMPACTION REO RED UNDER AND AIt `UIC y 1.00' EACH CROSS GUTTERS, TO A DEPTH OF 12". . 2. ALL STATIONING IS ALONG STET CENTERLINE EXCEPT WIHEP NOTED AS FLO I E STATI INC. S g 3N `W LQ 16 THIS IS A PHASE SUBDIVIS-ON. 0 PHASE 1 AND 2 MNI_L. BE CONSTRUCTED SIMULT/4NEC)l1SLY AND WILL WALL BE C0I6tPLETED FROM THE WESTERLY BOUNDARY TOWARDS THE EASTERLY BOUNDARY I I E qp 4 cl 60 04 Pi P ■ • i ; 356 , ■ ; 356 • IING 0 NORM, .. ; ■ . N . 352 ------------ N ------- • ------- ------- --- , 352 ' can IM I ; �*... '*,► S ,f N d, P► �N , ' ------------ Ar mama own- _ : : ; ; ir,, !a! 348 • ' E .6- i ' Ci OF CA 1F 344 1]1]II MOUH FLOK. • PROFILE • , : : ■. • -------------- 344 ■ ■ OWL ■ • qK : ; : : f'f \r:1.7t VJU�i`'�x.•i /� + 4q.r a.w.` °ry�� U ? r lr:• � �l� H«�� . ��� ,�n>� �y l' } T> �� [ ;4 Y� ����Sr ?..._.� j�` \ � 4l na:5 �T�. � � � 7 \j ��f �a 340 ■ • • ; --------- ■ 340 ! ; ! ■ .. i ■ • 356 • ' --------- - ----- ! •' : ■ ■ : ■ 3t6 • • _ • • Raw ! vwo a • ' + ' ---------- - ---- EVS Q SOU FLOmorrm•! ; , • ■ p• • 352 • Ali 352 ■ - ■r.... �� �. .rte. �� r �� r �� �•� ter- �. �-� .� ; _ � • • ■ • , • ■ • N d L 348 ■ ■ Jk aawom am APO& swom asix gamma �ww -. ■ , .. - , ' - - t '"`'� • 344*0 • .. PROPOSM SOU)""JFLO 1r"vurl. P R Of X E 344 ---------- • --------- ------- ---------- ------------ 34.4 , • : 319�v . -------- ■ ; ; ------------ ------------ ,• , ----------- ---- ---------- ----- --------- ----- --------- iL.---- ------ ---- ---- --------------- ---------- 31%PV I I E qp 4 cl 60 04 Pi P CONSTRUCT TYPE *8* CURB AND GUTTER PER C.O.S. SM. S-1 WTH 4.50" WIlDE COMINNATION TYPE SIDEWALK PER C.O.S. SM. 5 -3. CONSTRUCT CASE 'A" 04EELCHAIR RAMP PER CAL TRANS DETAL RSP A CONSTRUCT TYPE *A" CATCH BASIN PER C.O.S. SM. 5 -12 (OPENING SIZE AS NOTED) 0 CONSTRUCT 12' V&DE CROSS—GUT' PER C.O.B. SM. S-35 CONSTRUCT SM. SURVEY MONUMENT ENCASEMENT PER C.O.S. SM. S-29. + INSTALL STREET NAME SIGN PER C.O.B. SM. S-40 ME710 + INSTALL "METR6" STREET NAME SM PER C.O.B. SM. S-40 INSTALL TRAFFIC CONTROL SIGN PER C.O.B. SM. T-19 (TYPE AS NOTED) INSTALL 5800 LUMEN STREET LIGHT PER C.O.B. SM. 5 -31 -<:E>- INSTALL 9500 LUMEN STREET LIGHT PER C.O.S. SM. 5 -31. —6"S— PROPOSED SEWR LINE (SIZE AS NOTED) 3 P�ROPOSED SE MANHOLE — SEE SEWER & STORM DRAIN PLANS Q) PROPOSED STORM DRAIN MAW -OLE — SEE SEWER AND STORM OR PLANS PROPOSED STORM DRAIN — SEE SE AND STORM DRAIN PLANS ==SD= E)OST*4G STORM DRAIN '*`. PROPOSED CATCH BASIN — 3.5' WIDE UNLESS OTHER*fSE MGATED of p ' EXISTING CATCH BASIN 0 EXISTING SURVEY MONUMENT ENCASEMENT P.I. VERTICAL CURVE OR GRADE BREAK DRAINAGE FLOW DIRECTION PROPOSED FIRE HYDRANT LOCATION (0---- 60V E)GSTM SLOPE m s. EXISTING PAVEMENT C.O. CLEAN OUT ( ) E)aST ELEVATION PROPOSED MASOkRY WALL —TS— EXISTING TRAFFIC SIGNAL CONDUIT v � DRIVEWAYS PER C.O.B. SM. T-12 12* L"T LINE USING THERWIPLASTIC PAINT PER CAL TRANS STANDARD SPECIFICATION WO-21C-19 _N_ 0 20 40 so I IN FELPT Horz. 1 inch — 40 ft. Vert. 1 inch — 4 ft. a3g ti2'' j j wow "K 4 356 352 ---------- ■ ■ • • • • ■----- -------------- ■ ■ ■ ■ --------- • -------- ■ 348 ■------------ E 1 C E 7H f 1QK N ----- - ---------- N 344 ----------- --- - ---------- — 340 •---------- • 356 ---------- ----------- • -K-" 352 ------------ L ■ ■ ---- ---- -- 348 ---------- NORW 01mm PRrEj • ■ -- -------------- SL ■ • • ----- ------ ' ----- l ■ 344 --------------- • - ----- - --------- 0 SOU 7H f L KINE N 340 ------------- ---------- ----------- ---------- --------------------------------------------- L --------------------------- 7 ........ -1p wl�ftft qvi k%ft rg �o z� X � ou 47� C � LQ E� 0.20" TYPE *8" ASPHALT CONCRETE OVER 0*40* BASE MATERIAL OVER 0*50" NAqnVE AT 95X MAX. REL, DENSITY (PHASE 2) 17 18 20 I I TAO= 27+96,04 N. rkm 20+93.02 E. OLD RIVER ROAD METROPOLITAN WAY !�'�i1:7Pr�: A �: �i 21 NOTES: THIS IS A PHASE SUBDIViSON: 0 MONO PHASE 1 AND 2 WILL BE CONSTRUCTED SIMULTANEOUSLY AND WILL WILL BE COMPLETED FROM THE WESTERLY BOUNDARY TOWARDS THE EASTERLY BOUNDARY w Eb 10 Em ii w 01 ol c l 11 o ---------- ■ ■ ■ ■ ■ ■ ■ ■------------ E 1 SOUND 0 A E 7H f 1QK N ----- - ---------- N --- - ---------- — ----- --- t .101 ---------- A ------------------ • -K-" a. owma Ljw4z*- T ■ ---- ---- -- ---------- NORW 01mm PRrEj • ■ -- -------------- ----------- ■ • • ■ El 9.S M GRWND 0 SOU 7H f L KINE N • ----------- -------------- -------------- ----------- ------------------ asix a ;dr • --------------- ------------- - tl --- - ----------- -------- IL -------- ------ Sx7H RPKINE -------- ----- ",E, ---------- ---- ■ • -- ----- ----- ------------ - • ----------- ------------ -- ---------- -------------- I I TAO= 27+96,04 N. rkm 20+93.02 E. OLD RIVER ROAD METROPOLITAN WAY !�'�i1:7Pr�: A �: �i 21 NOTES: THIS IS A PHASE SUBDIViSON: 0 MONO PHASE 1 AND 2 WILL BE CONSTRUCTED SIMULTANEOUSLY AND WILL WILL BE COMPLETED FROM THE WESTERLY BOUNDARY TOWARDS THE EASTERLY BOUNDARY w Eb 10 Em ii w 01 ol c l 11 o CONSTRUCT T "B" CURB AND OU PER C.O.B. STD. S -1 WITH 0 4.50" WIDE CO NN AT°ION TYPE WALK PER C.O.B. STD. S-3. Q CONSTRUCT CASE 'A' WHiEELCHAJR RAMP PER CAL TRANS DETAL RSP ABBA C3) CONSTRUCT TYPE "A" CATCH BASIN PER C.O.B. STD. S -12 (OPENING SIZE AS NOTED) Q CONSTRUCT 12' WIDE CROSS — GUTTER PER C.O.B. STD. S-35 CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. S-29. INSTALL STREET NAME SIGN PER . C.O.B. STD. S -40 METRO + INSTALL "METRO" STREET NAME SIGN PER C.Q.B. SM. S-40 INSTALL TRAFFIC CONTROL SIGN PER C.O.B. SM. T -19 (TYPE AS NOTED) INSTALL 5800 LUMEN STREET LIGHT PER C.O.B. STD. S -31 -C- INSTALL 9500 LUMEN STREET LICIT PER C.O.B. STD. S -31. 6 "S PROPOSED SEWER LINE (SIZE AS NOTED) M PROPOSED SEWER MANhIOLE - SEE SEWER & STORM DRAM PLANS Q) PROPOSED STORM DRAM MANHOLE - SEE SEWER AND STORM DRAIN PLATS PROPOSED STORM DRAM - SEE SEA AND STORM DRAIN PLANS == EXISTING STORM DRAIN PROPOSED CATCH BASSI -- 3.5' WIDE ASS 07HER MSE INDICATED EXISTING CATCH BASSI • EXISTING SURVEY MONUMENT ENCASEMENT Q P.I. VERTICAL CURVE OR GRADE BREAK ---+► DRAINAGE FLOW DIREC 'ION PROPOSED FIRE HYDRANT LOCATION (a 60V EXI STING SLOPE as '• �`' }' EXISTING PAVEMENT C.O. CLEAN OUT ( ) EXIST ELEVATION PROPOSED MASONRY WALL TS EXISTING TRAFFIC SIGNAL CONDUIT N M DRIVEWAYS PER C.O.B. STD. T -12 12" LIMIT LINE USING T14ERMOPLASIIC PAINT PER CAS. TRANS STANDARD S'PECIF"ICA11ON SM O -21 C -1 B o so 40 so ( IN FEET Horz. 1 inch = 40 ft. Vert. 1 inch = 4 ft. 25 STA.= 10 +00.00 N. STA.= 10 +00.00 E. it METROPOLITAN WAY MOONLIGHT PEAK DRIVE ' 1" 4 ; .,,� 18 STA = 08+8129 IBC , STA = #.v R/M' ia' zo' so' io' ao' 30 ' SEE SHEET 19 ME7ROPOUTAN WAY OK " IM TA c1 a 0 O4 Aw2 : " A45413111` A Aw *W " rwoma 94' T4im im" T un ff Tmmrlm o ' L=13.70' L =197.70' L =54.M' L=31.42" -' 0.20, TYPE rBr ASPHALT CONCRETE OVER 0.40' BASE MATERIAI. OVER 0.50' NATIVE AT 95X MAX. REL. DENSITY J� J� WH,4SE 2) SEE SHEET 14 DUTCHMAN PEAK LANE 30# 301 10 20 ' 20' I 10' STA.= 13 +11.64 N. � STA.= 16 +02.7 E. � MOONLIGHT PEAK DRIVE do DUTCHMAN PEAK LANE 137 IV 1w SEE SHEET 14 DUTCHMAN PEAK LANE NOTES: 1. 95% COMPACTION REQUIRED UNDER AND A MINIMU M DE 1.00' EACH SIDE DE CROSS GUTTER', TO A r DEPTH OF 12 ". 2. ALL STATIONING IS ALONG STREET CENTERLINE EXCEPT WHERE DOTED AS PLO INE STATIONING. THIS IS A PHASE SUBDIVISON. PHASE 1 AND 2 WILL BE CONSTRUCTED SIMULTANEOUSLY AND WILL WILL BE COMPLETED FROM THE WESTERLY BOUNDARY TOWARDS THE EASTERLY BOUNDARY 8 9 10 11 12 13 14 ----------- ---------- ; 356 SST O:EAST O ---------- 356 . . - ----------- st 2 FA vow p 352 352 ■ ------- ■ ; ; 348 te te ' 348 r • ; �a. ; �m a. ; A O �N F L =1!7.1'11 : 344 ■ 344 ----- --------- -------------- -- ----- -------------- ----------- LQ ■ EAST OKINE cA. O 340 --------- • . .40 .►��, - - ------------ ------------- 01 0 • : • • • _ K • 0.t a l - , • • • .._ ■ • : ' ■ • L • , Z) C ■ ; 356 ' ----- ------- 356— ■ ■ , • ■ • • EAIS77 Q T LOKINE ; p , 352 ° ' ; 352 ■ : ; r ■ ; ■ • ----- 5yx • Q loom "mmum: A 348 348 ----------- ----------- ------ ----------- —a5lx FE SI ST -` L =31 ; 344 ; 344 . r ------------- ------------ ------ • Exp• s Lin, ■ CI OF C 340 su 340 ------------- ----------- ------------- ---------------- ----- --------- -------------- --------- ■ ■ ■ • ; ------------- 0___ . . . . . . . . . . . --------------- ------ --------- ------------ --------------- ------------- -------------- --------------------------- i o O ,. CONSTRUCT TYPE *8" CURB AND GUTTER PER C-0.9. STD. S-1 WITH 4.500 WIDE COMINNATION TYPE SOEWALX PER C.O.B. STD. S-30 CONSTRUCT CASE #A# WHEELCHAIR RAMP PER CAL TRANS DETAL RP AMA CONSTRUCT TYPE *A* CATCH BASIN PER C.O.B. S"TD. S-12 (OPENING SIZE AS NOTED) 0 CONSTRUCT 12" WIDE CROSS-GUTTER C.O.S. STD. S-35 El CONSTRUCT SM. SURVEY MONUMENT ENCASEMENT PER C.O.S• STD. S-29• + INSTALL STREET NAME SIGN PER C•013• STD. S-40 METRO+ INSTALL *METRO" STREET NAME SIGN PER C.O.B. SM. S-40 INSTALL TRAFFIC CONTROL SIGN PER C.O.B. SID. T-19 (TYPE AS NOTED) INSTALL 5800 LUMEN STREET LIGHT PER C.O.B. STD. S-31 -<S:>- INSTALL 9500 LUMEN STREET LIGHT PER C.O•S. SM. S-31. —6"S— PROPOSED SE1 LINE (SIZE AS NOTED) 0 PROPOSED SEWER MANHOLE - SEE SEWER & STORM DRAIN PLANS 0) PROPOSED STORM DRAIN MANHOLE - SEE SEWER AND STOW DRAIN PLANS PR STORM DRAIN - SEE SEWER AND STORM DRAIN PLAN'S q.mmwq""NWSD— FYISTING STOW DRAIN 47 46 SEE SHEET 15 DUTCHMAN PEAK LANE 300 3-0 9 10• 2V 2V 10, i; ftj Val te N� R/*► PROPOSED CATCH BASIN — 3.5# WIDE L+&Ess orromsE INDICATED 45 L' .j EXISTIN CATCH BASIN STAom 10+00.00 N 0 EMSTING SURVEY MOW)MENT ENCASEMENT Millilill� .9 0 P.I• VERTICAL CURVE OR GRADE BREAK STA.m 19+78.78 E• DOGTOOH PEAK WAY DRAINAGE FLOW DIRECTION ni iTp.uuAu PrAv i Aur 0 20 40 so IN Horz. 1 inch = 40 ft. Vert. 1 inch = 4 ft. t I 143 8 144 �t INS 10 2V 209 10 F 309 309 SEE SHEET 15 DUTCHMAN PEAK LANE iH PROPOSED FIRE. HYDRANT LOCATION nONM CWW W TA (0-60V E)0STIN(; SLOPE PEAK PLA CE C1 EXIS71NG PAVEMENT C•O• CAN OUT ( ) EXIST ELEVATION PROPOSED MASONRY WALL 209 109 —TS— EXISTING TRAFFIC SIGNAL CONDUIT N 0 DRIVEWAYS PER C.O.S. STD. T-12 . 43 RAV 12* LIMIT LINE USWv THERMOPLASTIC PAINT PER CAL TRANS STANDARD SPEOFICATION 8010 -21 C -19 0 20 40 so IN Horz. 1 inch = 40 ft. Vert. 1 inch = 4 ft. t I 143 8 144 �t INS 10 2V 209 10 F 309 309 SEE SHEET 15 DUTCHMAN PEAK LANE iH & SENTINEL PEAK PLACE W IF ---- ROW NOTES: SEE SHEET 2J 1. 95X. COMPACTION REQUIRED, UNDER AND. A MINIMUM OF 1.00' EACH SIDE OF CROSS CAJTTERS, TO A DEPTF, OF 12 S 77N L PEAK LA C 309 36 2. ALL STATIONING IS ALONG STREET CENTERLINE EXCEPT VOHERE 10' 2Cr 20 10' NOTED AS FLOY&INE STATIONING. HARRIS ROAD No 157 VAN* will, ' � x "����ai r,T� � i ' h'� ��id� � �t W. Mow. =sl t---- STA•= 12+21.20 N. R 26 +14,35 E. HOCKETT PEAK WAY �. . v x: t« t ' ��.Yi #t �:ir & HARRIS ROAD NEW LINE 61I £1i!#• S= PAI'm 7 WE 'll 1 STA•m 10+00-00 N. I A. am 11 "r 0�j- vv C;. xw HOCKETT PEAK WAY & SENTINEL PEAK PLACE N `` N N � ;��'= rte! �� °,'� •± �� �. 26 25 4u IQ 147 OW te RAV HARRIS RQAD 0.20' rME "Bm ASPHALT CONCRETE OVER 0,40* BASE MATERIAL OVER 0*50" NATIVE AT 95% MAX. RED. DENSTY T P 11 (PHASE 2) 12 Ju I zu I zu Ju lu F_ 309 ap T as 309 SEE SHEET 23 SEE SHEET 23 SENTINEL PEAK PLACE SENT/NEL PEAK PLACE 0.20" rYPE "On ASONALT CONCRETE OVER THIS IS A PHASE SUBDIVISC}N: 0o40' BASE MATERIAL OVER wi 0950' NATIVE AT 95% MAX. REL DENSTY PHASE 1 AND 2 OLL BE CONSTRUCTED SIMULTANEOUSLY AND OLL V&L BE COMPLETED FROM THE WESTERLY BOUNDARY TOWARDS THE EASTERLY BOUNDARY 13 10 1.1 12 T------------- 356 356 ------ - ------ ----------------- ---- - -- --- --------- ---------- 352 352 • ■ • -------------- ------------- ------ ------ --------- -------------- ------- ----------- d A ams ■ ■ • doomm millow amm "poop wo mom. d5tX ""m • 9159 ■ ■ 8, A --------- ------------- ---------- r ------- - tr ---------- -- -------------- ■ L=51. 42 Lar5l. 42 &j 344 344 ------------- ---- 46 --------- ----- ■ ---- ---- ------ -------------- -------------- ---- FNO. ;Do ■ • mac; • 3 i� CC. C14 0 F A OW' 340 340 • LQ ---- ------- • ---------- -------------- -- ■ ----------- ------------ ■---------- 356 • 35-6 ------------ ----- ----- ------- • ----------- ----------- - -- ------- ■ ------------ - em ■ 352 Val ---- ---------------- ------------ ------------- L ---------- -------- ------- %Sam Isaw --- Zx= ft ■ ■ a5ix A, ammo mow momm Oman" awx A 'momm awmmw down" oneop mom• 348 asm 348 - - -------- ---------------- ---------------- -------------- -------- ------ ■ ,,,,PEW t r ts ■ • 344 • 344 --------------- - -------------- ----- ------ ----------- ---- - -- -------------- -------- ■ ■ 340 340 ■ • ■ • ■ ■-------------- ----------- --------------------------- -------- t ------ -------- -------- --------- ------ ---------- ------ rL -------- ------ L --------- E I 0 , In r2l _j _j p g n C4 fill SEE SHEET 23 nONM CWW W TA SAN TINEL PEAK PLA CE C1 ,,,�,o,�. 10, 20 9 209 109 rat w2d 000 ogo- r a# RAV 150 J te RAW STA. 13+14.00 N. 149 � ( STA.= 14+62-06 E. & SENTINEL PEAK PLACE W IF ---- ROW NOTES: SEE SHEET 2J 1. 95X. COMPACTION REQUIRED, UNDER AND. A MINIMUM OF 1.00' EACH SIDE OF CROSS CAJTTERS, TO A DEPTF, OF 12 S 77N L PEAK LA C 309 36 2. ALL STATIONING IS ALONG STREET CENTERLINE EXCEPT VOHERE 10' 2Cr 20 10' NOTED AS FLOY&INE STATIONING. HARRIS ROAD No 157 VAN* will, ' � x "����ai r,T� � i ' h'� ��id� � �t W. Mow. =sl t---- STA•= 12+21.20 N. R 26 +14,35 E. HOCKETT PEAK WAY �. . v x: t« t ' ��.Yi #t �:ir & HARRIS ROAD NEW LINE 61I £1i!#• S= PAI'm 7 WE 'll 1 STA•m 10+00-00 N. I A. am 11 "r 0�j- vv C;. xw HOCKETT PEAK WAY & SENTINEL PEAK PLACE N `` N N � ;��'= rte! �� °,'� •± �� �. 26 25 4u IQ 147 OW te RAV HARRIS RQAD 0.20' rME "Bm ASPHALT CONCRETE OVER 0,40* BASE MATERIAL OVER 0*50" NATIVE AT 95% MAX. RED. DENSTY T P 11 (PHASE 2) 12 Ju I zu I zu Ju lu F_ 309 ap T as 309 SEE SHEET 23 SEE SHEET 23 SENTINEL PEAK PLACE SENT/NEL PEAK PLACE 0.20" rYPE "On ASONALT CONCRETE OVER THIS IS A PHASE SUBDIVISC}N: 0o40' BASE MATERIAL OVER wi 0950' NATIVE AT 95% MAX. REL DENSTY PHASE 1 AND 2 OLL BE CONSTRUCTED SIMULTANEOUSLY AND OLL V&L BE COMPLETED FROM THE WESTERLY BOUNDARY TOWARDS THE EASTERLY BOUNDARY 13 10 1.1 12 T------------- 356 356 ------ - ------ ----------------- ---- - -- --- --------- ---------- 352 352 • ■ • -------------- ------------- ------ ------ --------- -------------- ------- ----------- d A ams ■ ■ • doomm millow amm "poop wo mom. d5tX ""m • 9159 ■ ■ 8, A --------- ------------- ---------- r ------- - tr ---------- -- -------------- ■ L=51. 42 Lar5l. 42 &j 344 344 ------------- ---- 46 --------- ----- ■ ---- ---- ------ -------------- -------------- ---- FNO. ;Do ■ • mac; • 3 i� CC. C14 0 F A OW' 340 340 • LQ ---- ------- • ---------- -------------- -- ■ ----------- ------------ ■---------- 356 • 35-6 ------------ ----- ----- ------- • ----------- ----------- - -- ------- ■ ------------ - em ■ 352 Val ---- ---------------- ------------ ------------- L ---------- -------- ------- %Sam Isaw --- Zx= ft ■ ■ a5ix A, ammo mow momm Oman" awx A 'momm awmmw down" oneop mom• 348 asm 348 - - -------- ---------------- ---------------- -------------- -------- ------ ■ ,,,,PEW t r ts ■ • 344 • 344 --------------- - -------------- ----- ------ ----------- ---- - -- -------------- -------- ■ ■ 340 340 ■ • ■ • ■ ■-------------- ----------- --------------------------- -------- t ------ -------- -------- --------- ------ ---------- ------ rL -------- ------ L --------- E I 0 , In r2l _j _j p g n C4 fill ® CONSTRUCT TYPE "'B" CURB AND GUTTER PER C.O.B. STD. S -1 VA TH 4.50" WIDE CO NATION TYPE SIDEWALK PER C. .B. STD. S -3. Q CONSTRUCT CASE 'A' 04EELCHA R RAM PER CAL TRANS DETAL RSP A A CONSTRUCT TYPE "A" CATCH BASIN PER C.O.B. STD. S -12 (OPEMNG SIZE AS NOTED) 4 CONSTRUCT 12' V*DE CR S- S- CUTTER PER C.O.S. STD. S-35 0 CONSTRUCT STD. SURVEY MONUMENT ENCASEME14T PER C.C.B. STD. S-29. INSTALL STREET NAIVE SI PER C.O.B. STD. S-40 METRO INSTALL "METRO" STREET NAM SIGN PER C.O.B. STD. S -40 w" INSTALL TRAFFIC CONTROL SIGN PER C.C.B. STD T -19 (TYPE AS NOTED) -- - INSTALL 5800 LUMEN STREET LIGHT PER C.C.B. STD. S -31 -;>- INSTALL 9500 LUMEN STREET LIGHT PER C.O.B. STD. S -31. 6 "S— PROPOSED SEWER L (SIZE AS DOTED) 0 PROPOSED S V ER MA -- SEE SEWER S t wi DRAM PLANS 0) PROPOSED D ST I GRAIN MA► #O - SEE AND STORM DRAIN PLANS �'. 149 PROPOSED STORM DRAIN - SEE SEWER AND S DRAIN PLANS = = EXISTS STORM DRAIN PROPOSED CATCH BASIN - 3.5" wiDE U .ESS orrvmsE *aCATED o ' EXISTS CATCH BALI ® EXISTING SURREY MONUMENT ENCASEMENT 0 P.I. VERTICAL CURVE OR GRADE BREAK --*- DRAINAGE FLOW DIRECTION PROPOSED FIRE HYDRANT LOCATION (Q• 60V EXISTING SLOPE CLHlOC#CETT PEAK ....;. ; EXISTING PAVEMENT � 155 0\..4 ft STA- --00+8&;% . R SSA = 00+M.77, AWN "r � -► 154 STAom 10+00-00 E. rk SENTINEL PEAK PLACE iZ S1A . 153 �'�risn V C. �69+3g•3 152 EXIST ELEVATION PROPOSED MASONRY WALL —TS— EXISTS TRAFFIC SIGNAL CONDUIT N 0 DRIVEWAYS PER C.O.S. sm. r -12 12" LIMIT LINE USING THERMOPLASTIC PANT PER SAL TRANS STANDARD SPEgFlCATFON 8410- 21C -19 0 20 40 ego IN FM Horn. 1 inch = 40 ft. Vert. 1 inch = 4 ft. SEE SHEET 22 HOCKETT PEAK WAY 301 36 1o• m m ,o• TA Cl C2 A'0 A44!gjp AJ' ff ropw2dff raimm ' r .v L =3f. ' L =27.13' L= f #7. M' STA. m 13+14.00 No TA.m 14 +62.06 E. ,*► r ^^Ir ^qru MCAV W • v 0.20" ~Br AS"HAL1 CONCRETE OVER 0.40' BASE MATERIAL OVER 0.50' NATIVE AT 95x MAX. REL DENSITY SEN EL PEAK (PEE Z) .w w SEE SHEET 22 DOGTOOTH PEAK WAY THIS IS A PHASE SUBDIMSON: PHASE 1 AND 2 WILL BE CONSTRUCTED SIMULTANEOUSLY AND WILL 1ML COMPLETED FROM THE WESTERLY BOUNDARY TOWARDS THE EASTERLY BOUNDARY lm� O n list I�t9 y �cm►i N 1 48 �� �c� ( 147 y 146 145 � t i J. 5 '1.3 ,o N. M � 150 'W. �'. 149 STA.= +oo.ao ST�►.= 11+55-00 E. 144 CLHlOC#CETT PEAK WAY 0.20" ~Br AS"HAL1 CONCRETE OVER 0.40' BASE MATERIAL OVER 0.50' NATIVE AT 95x MAX. REL DENSITY SEN EL PEAK (PEE Z) .w w SEE SHEET 22 DOGTOOTH PEAK WAY THIS IS A PHASE SUBDIMSON: PHASE 1 AND 2 WILL BE CONSTRUCTED SIMULTANEOUSLY AND WILL 1ML COMPLETED FROM THE WESTERLY BOUNDARY TOWARDS THE EASTERLY BOUNDARY lm� O n 356 • • • 352 • • • • ■ ■------ - -------- 348 GGG • ■ ■------- ------------- ------------ 344_ st ■ 340 • ■ ■----------- ------- 356 • ■ ■ 352 ■ • •-------------- -------- 348 ■ • • ■ • ■ 344 •-------------- 340 ■ • ■ • 15 ROWM CUM ZW rA cl a Aw"24*M'w AwAW.MVP 1WA000 Rwawo %14.M* Tones -0 L =27.13' L=1#7.06' �z LQ O Nth WWI Cc WW2 .zt Lk 0.20" TYPE *8'* ASPHALT CONCRETE OVER 0*40" BASE MATERIAL OVER 0.50' NATIVE AT 95X MAX. REL. DENSITY E I S INNT.. E L PEAK FIACE MR MSE 2) 16 19 SM. S-1 WITH CONSM. CT TYPE *9-* CUM AND GUTTER PER C.O.B. 20 4• 50" OMENN PE SK)EWALK PER C.O.B. WN)E CATION TY M S. S-3. CONSTRUCT CASE $AD WHEELCHAIR RAMP PER CAL TRANS DETAL RSP A CONSTRUCT TYPE NA'o CATCH BASIN PER C.O.B. SM. S-12 (tPE' NG SIZE AS NOTED) C*4 CONSTRUCT 12" WIDE CROSS-GUTTER PER C.O•B. SM. S-35 Q CONSTRUCT SM. SURVEY Id0NU6AENT ENCASEME14T PER C.O.B• SM. S-29• � + INSTALL STREET NAME SIGN PER C.O.S. SM. S-40 METRO INSTALL "METRO" STREET NAME SM PER C•O.B. SM. S-40 INSTALL TRAFFIC CONTROL SIGN PER C.O.B. SM, T-19 (TYPE AS NOTED) INSTALL 5800 LUMEN STREET LIGHT PER C.O.B. SM. S-31 -4S>- INSTALL 9500 LUMEN STREET LIGHT PER C.O.B. M. S-31. —6"S— PROPOSED SEWER LINE (SIZE AS NOTED) 0 PROPOSED SEWER MANHOLE - SEE SEWER & S 0 DRAIN PLANS a PROPOSED STORM DRAIN MANHOLE - SEE SSE VI I AND STORM DRAINPLANS mwwffi� PROPOSED STORM DRAIN - SEE SEWER AND STORM DRAIN PLANS RownwmR,wwowwRRSDR­ EXISTING STORM DRAIN PROPOSED CATCH BASIN. - 3.5* WIDE UNLESS OTHERWISE *OCATED EXISTING CATCH BASIN N ® EXISTING SURVEY MONUMENT ENCASEMENT N 4& P.I. VERTICAL CURVE OR GRADE BREAK -------- - ------ • DRAINAGE FLOW DIRECTION PROPOSED FIRE HYDRANT LOCATION (Q.60V EXISTING SLOPE mm'.. j EXISTING PAVEMENT C.O. CLEAN OUT ( ) EXIST ELEVATION PROPOSED MASONRY WALL —TS— EXISTING TRAFFIC SIGNAL CONDUIT te DRIVEWAYS PER C.O.S. SM. T-12 ■ • te 12" LT LINE USING THERMOPLASTIC PAINT PER CAL TRANS STANDARD SPECIFICATION SMO-21C-19 Zaawmw ==.==_RRi.RlWo 0 20 40 so IN FEET • ■ Horn. I inc h 40 ft* Vert. 1 inch = 4 ft. 356 • • • 352 • • • • ■ ■------ - -------- 348 GGG • ■ ■------- ------------- ------------ 344_ st ■ 340 • ■ ■----------- ------- 356 • ■ ■ 352 ■ • •-------------- -------- 348 ■ • • ■ • ■ 344 •-------------- 340 ■ • ■ • 15 ROWM CUM ZW rA cl a Aw"24*M'w AwAW.MVP 1WA000 Rwawo %14.M* Tones -0 L =27.13' L=1#7.06' �z LQ O Nth WWI Cc WW2 .zt Lk 0.20" TYPE *8'* ASPHALT CONCRETE OVER 0*40" BASE MATERIAL OVER 0.50' NATIVE AT 95X MAX. REL. DENSITY E I S INNT.. E L PEAK FIACE MR MSE 2) 16 am axvr 17 �x� ol 5 R. STA -w I-IM04 Pl^#W 16 ,? s �9'�9s s Jv SENTINEL PEAK PLACE NOTES. THIS IS A PHASE SU6DIVISON: PHASE 1 AND 2 WILL BE CONSTRUCTED SIMULTANEOUSLY AND WILL WILL BE COMPLETED FROM THE WESTERLY BOUNDARY TOWARDS THE EASTERLY BOUNDARY 18 - ------------ 19 t4j N��i -------------- 20 ---------- �u = tQ C*4 Vj Q N am axvr 17 �x� ol 5 R. STA -w I-IM04 Pl^#W 16 ,? s �9'�9s s Jv SENTINEL PEAK PLACE NOTES. THIS IS A PHASE SU6DIVISON: PHASE 1 AND 2 WILL BE CONSTRUCTED SIMULTANEOUSLY AND WILL WILL BE COMPLETED FROM THE WESTERLY BOUNDARY TOWARDS THE EASTERLY BOUNDARY 18 - ------------ 19 -------------- 20 C*4 N � � ■ �.+ X■ 356 N M N N N -------- - ------ • te ■ • te Zaawmw ==.==_RRi.RlWo • ■ ---------- 352 • a* ■ ■ ■ ■ • ■ 348 OR FF • ■ ■ • k V 344 • -------- ------- Ex) 3 N ■ ■ IVI\l c • ®d ---------- a 3 -/� 340 ? ovftlLl --------------- ------ ■---------------- • • • • -------------- - - -------- --- 9_1 -------- • ------------- -------------- ------ 356 N N ---------------- --------------- ------- ■ M­=­= ------------- te ------------- ----------- te ------------- --------- 352 A a • ■ am ■ ■ ■ ■ ■ ■ 348 • ■ • 0 344 M�5�7 ICI W_ o C*4 N � �