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Home My WebLink About2019PROICT S IE GENERAL NOTES STREET IMPROVEMENTS 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO RANCHO CUCAMONGA, CALIFORNIA 91730 CONSTRUCT-.E-AC OVER 6" AB. MINIMUM (DAY CREEK BLVD. & ETIWANDA AVE.) I GAS : �- I 16231 VALLEY BLVD. LF CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO 3 (909) 335 -7965 rAVENUE SOUTHERN CALIFORNIA EDISON COMPANY 2. III EA FONTANA, CA. 92336 METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE (800) 655 -4555 TELEPHONE : RIGHT -OF -WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE 6 16071 MOJAVE DRIVE, BUILDING A SHALL BE REMOVED, REPLACED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO 11 7 I l SIRM ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH 6680 VIEW PARK COURT EA THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES 9 (909) 343 -5165 RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH 9,667 10 FACILITIES ARE SHOWN ON THESE PLANS. • t -zto FREEWAY VICINITY MAP N.T.S. PRIVATE ENGINEER'S NOTICE TO CONTRACTOR THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THIS PLAN ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY METHODS TO PROTECT THE UTILITIES SHOWN AND OTHER. LINES OR STRUCTURES NOT SHOWN ON THESE PLANS. ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS' OF THE U.S. DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTOR'S AND SUBCONTRACTOR'S COMPLIANCE WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. STREET IMPROVEMENT PLANS FOR CFD 2004- 01 DAY CREEK BOULEVARD & ETIWANDA AVENUE W THE CITY OF RANCHO CUCAMONGA UTILITY CONTACT WATER /SEWER CUCAMONGA VALLEY WATER DISTRICT GENERAL NOTES STREET IMPROVEMENTS 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO RANCHO CUCAMONGA, CALIFORNIA 91730 CONSTRUCT-.E-AC OVER 6" AB. MINIMUM (DAY CREEK BLVD. & ETIWANDA AVE.) CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS GAS : SOUTHERN CAUFORNIA GAS COMPANY CONSTRUCTION - 1997 EDITION, INCLUDING ITS ANNUAL SUPPLEMENTS OF AMENDMENTS. 16231 VALLEY BLVD. LF CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO 3 (909) 335 -7965 THESE STANDARDS AND SPECIFICATIONS. SOUTHERN CALIFORNIA EDISON COMPANY 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER EA FONTANA, CA. 92336 METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE (800) 655 -4555 TELEPHONE : RIGHT -OF -WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE 6 16071 MOJAVE DRIVE, BUILDING A SHALL BE REMOVED, REPLACED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO VICTORVILLE, CA. 92392 7 COST TO THE CITY OF RANCHO CUCAMONGA. CABLE : 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH 6680 VIEW PARK COURT EA THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES 9 (909) 343 -5165 RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH 9,667 10 FACILITIES ARE SHOWN ON THESE PLANS. LF 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC WORKS, j FEATHER TO JOIN EXIST. AC PAVEMENT - ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN ANY 12 TRANSITION 8" TO 5' C.F. CURB & GUTTER CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT -OF -WAY. 166 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES EA 48 SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUB - ADJUST SEWER MANHOLE TO GRADE, EA GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES 15 ADJUST WATER VALVES TO GRADE. MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. 9 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, OR EA 8 CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PL 101 (W AS SHOWN ON PLAN) 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING 26 CONSTRUCT TERRACE DRAIN PER DETAIL ON SHIT. 2 ORIGINAL GROUND AND ALL SUB - GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF 346 27 RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE EA 2 SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE 44 EA MATERIALS AND /OR SURFACING. 30 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY 1 31 ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY, OIL LF 53 CONTENT AND GRADATION OF ASPHALT PAVING. W 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE V CONSTRUCT CURVILINEAR SIDEWALK PER CITY STD. PL 114 W =10'. CITY ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY: R- VALUE, 49,384 88 SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. A 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R -VALUE AND PAVEMENT TESTS TAKEN coNSTll chose 4jd`T1ETZ 1�E.R any SID. FL. TO DETERMINE STRUCTURAL SECTIONS & VERIFIED PRIOR PAVING. 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL., THE SUB -GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB -GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB - GRADE, A SOILS STERILANT REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR CONVENIENCE THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBER 401 SHALL BE CONSTRUCTED AT EACH INTERSECTION. 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 16. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. 17. THE FINAL OR SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT SHALL NOT BE PLACED UNTIL ALL UTILITIES AND UTILITY LATERALS WITHIN THE ROADWAY HAVE BEEN INSTALLED ALL ON -SITE IMPROVEMENTS INCLUDING ALL GRADING HAVE BEEN COMPLETED, AND ALL UN- ACCEPTABLE PARKWAY AND ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED TO THE SATIS- FACTION OF THE CITY ENGINEER. PRIVATE ENGINEER'S NOTICE TO CONTRACTOR THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THIS PLAN ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY METHODS TO PROTECT THE UTILITIES SHOWN AND OTHER. LINES OR STRUCTURES NOT SHOWN ON THESE PLANS. ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS' OF THE U.S. DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTOR'S AND SUBCONTRACTOR'S COMPLIANCE WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. STREET IMPROVEMENT PLANS FOR CFD 2004- 01 DAY CREEK BOULEVARD & ETIWANDA AVENUE W THE CITY OF RANCHO CUCAMONGA UTILITY CONTACT WATER /SEWER CUCAMONGA VALLEY WATER DISTRICT PRIMARY FIRST FLUSH BASIN 4 L E G E N D 9 j DENOTES STREET PLAN SHEET NUMBER 11 DENOTES STRIPING PLAN SHEET NUMBER DENOTES PROPOSED STREET UGHTS DENOTES EXISTING STREET LIGHTS i� DENOTES STREET NAME SIGN DENOTES TRAFFIC SIGN INS 'S EDISON CORRIE)OR - r ro 57 56 55 54 53 43 42 36 35 33 32 31 30 29 28 27 26 2 24 •�) 41 37c� 34 2 I I t 52 44 a 51 40 38 10 61 62 63 45 9 11 12 13 14 a 15 22 79 64 39 8 C�4 78 50 46 7 68 a �� r ` Y 77 76 65 49 47 6 e 54 16 C a; ` 80 75 74 66 53 67 0 �I mod op all Nol Sol m . ME Fr ME 25 26 -• R.G. 38' MAX. - WITH TERRACE DRAIN WHEN HO IS GREATER THAN 30' 2' INDEX MAP 30 VARIES L.M.D. 124' MAX. NORTH MIN. F-11 PRIMARY FIRST' FLUSH BASIN I NOTE: FOR OFFSITE GRADING OFFSITE GRADING PERMISSION TO BE OBTAINED PRIOR TO CONSTRUCTION. EXISTING SURVEY MONUMENTATION Q�pFESS /ONq I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENT5 OF RECORD(S) THAT COULD BE DISTURBED BY �F� REV C. �F THIS PROJECT. ALL SAID MONUMENTS WHICH CURRENTLY EXIST I HE FIELD ARE SHOWN ON THESE PLANS AND ARE �O� DESCRIBED AS FOLLOWS: �2 h No. 20596 m m NONE �* Exp. 9 -30 -05 DATE - ! _0 � �q CIVIL STANLEY C. MOR RCE NO. 20596 lF OF CAL \F� 33' 22' SEE SEPARATE STORM DRAIN PI PUBLIC STORM DRAIN PLANS CFD 2004 -01 (DWG. 2019 -D2) IMPROVEMENTS PER STREET PLANS 80' 47' 22' E DAY CREEK BLVD. 25' BASIN 2' C3� CONSTRUCTION NOTES 10440 ASHFORD STREET STREET IMPROVEMENTS P.O. BOX 638 QUANTITY RANCHO CUCAMONGA, CALIFORNIA 91730 CONSTRUCT-.E-AC OVER 6" AB. MINIMUM (DAY CREEK BLVD. & ETIWANDA AVE.) (909) 987 -2591 GAS : SOUTHERN CAUFORNIA GAS COMPANY 2 16231 VALLEY BLVD. LF FONTANA, CA. 92335 3 (909) 335 -7965 ELECTRIC : SOUTHERN CALIFORNIA EDISON COMPANY 4 1 7951 REDWOOD AVENUE EA FONTANA, CA. 92336 5 (800) 655 -4555 TELEPHONE : VERIZON 6 16071 MOJAVE DRIVE, BUILDING A EA VICTORVILLE, CA. 92392 7 (760) 245 -0330 CABLE : CHARTER CABLEVISION 8 6680 VIEW PARK COURT EA RIVERSIDE, CALIFORNIA 92503 9 (909) 343 -5165 PRIMARY FIRST FLUSH BASIN 4 L E G E N D 9 j DENOTES STREET PLAN SHEET NUMBER 11 DENOTES STRIPING PLAN SHEET NUMBER DENOTES PROPOSED STREET UGHTS DENOTES EXISTING STREET LIGHTS i� DENOTES STREET NAME SIGN DENOTES TRAFFIC SIGN INS 'S EDISON CORRIE)OR - r ro 57 56 55 54 53 43 42 36 35 33 32 31 30 29 28 27 26 2 24 •�) 41 37c� 34 2 I I t 52 44 a 51 40 38 10 61 62 63 45 9 11 12 13 14 a 15 22 79 64 39 8 C�4 78 50 46 7 68 a �� r ` Y 77 76 65 49 47 6 e 54 16 C a; ` 80 75 74 66 53 67 0 �I mod op all Nol Sol m . ME Fr ME 25 26 -• R.G. 38' MAX. - WITH TERRACE DRAIN WHEN HO IS GREATER THAN 30' 2' INDEX MAP 30 VARIES L.M.D. 124' MAX. NORTH MIN. F-11 PRIMARY FIRST' FLUSH BASIN I NOTE: FOR OFFSITE GRADING OFFSITE GRADING PERMISSION TO BE OBTAINED PRIOR TO CONSTRUCTION. EXISTING SURVEY MONUMENTATION Q�pFESS /ONq I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENT5 OF RECORD(S) THAT COULD BE DISTURBED BY �F� REV C. �F THIS PROJECT. ALL SAID MONUMENTS WHICH CURRENTLY EXIST I HE FIELD ARE SHOWN ON THESE PLANS AND ARE �O� DESCRIBED AS FOLLOWS: �2 h No. 20596 m m NONE �* Exp. 9 -30 -05 DATE - ! _0 � �q CIVIL STANLEY C. MOR RCE NO. 20596 lF OF CAL \F� 33' 22' SEE SEPARATE STORM DRAIN PI PUBLIC STORM DRAIN PLANS CFD 2004 -01 (DWG. 2019 -D2) IMPROVEMENTS PER STREET PLANS 80' 47' 22' E DAY CREEK BLVD. 25' BASIN 2' C3� CONSTRUCTION NOTES NO. STREET IMPROVEMENTS UNIT QUANTITY 1 CONSTRUCT-.E-AC OVER 6" AB. MINIMUM (DAY CREEK BLVD. & ETIWANDA AVE.) SF 2 CONSTRUCT A2 -8 CURB & GUTTER PER CITY STD. PL. 104. LF 11,227 3 CONSTRUCT CONCRETE SIDEWALK PER CITY STD. PL 103. (W VARIES. SEE NOTE BELOW) SF 26,789 4 1 CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. PL 102 & 103. EA 6 5 INSTALL STREET NAME SIGN PER CITY STD. PL 401 -A & 401 -B EA 3 6 INSTALL HYDRANT MARKERS PER CITY STD. PL. 134 EA 11 7 INSTALL STOP SIGN PER CITY STD. PL. 401 -B (R1) EA 3 8 CONSTRUCT LOCAL DEPRESSION AT CATCH BASIN PER CITY STD. PL. 307 CASE AS SHOWN ON PLAN EA 12 9 REMOVE EXISTING AC PAVEMENT SF 9,667 10 CONSTRUCT 2" X 4" REDWOOD HEADER LF 2,444 11 j FEATHER TO JOIN EXIST. AC PAVEMENT - N/A 12 TRANSITION 8" TO 5' C.F. CURB & GUTTER LF 166 13 INSTALL STREET LIGHTS 5800 LUMEN HPSV BY SCE, PAID & COORDINATED BY DEVELOPER EA 48 14 ADJUST SEWER MANHOLE TO GRADE, EA 16 15 ADJUST WATER VALVES TO GRADE. EA 9 16 ADJUST STORM DRAIN MANHOLE TO GRADE. EA 8 19 CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PL 101 (W AS SHOWN ON PLAN) SF 2,269 26 CONSTRUCT TERRACE DRAIN PER DETAIL ON SHIT. 2 LF 346 27 CONSTRUCT CURBSIDE DRAIN OUTLET PER CITY STD. PL 107 -B EA 2 28 STENSIL "STOP' & STOP BAR EA 3 30 CONSTRUCT UPPER TERMINUS OF TERRACE DRAIN PER DETAIL ON SHT. 2 EA 1 31 CONSTRUCT METAL W -BEAM BARRICADE PER CITY STD. PL 131 -B LF 53 32 CONSTRUCT SPECIAL CROSS GUTTER PER CITY STD. PL 106 -4 &,8 SF 1,420 35 CONSTRUCT CURVILINEAR SIDEWALK PER CITY STD. PL 114 W =10'. SF 49,384 88 CONSTRUCT MASONRY RETAINING WALL (4.5' MAX.) TYPE B WALL PER CITY STD. PL 604 LF 40 s 3!o coNSTll chose 4jd`T1ETZ 1�E.R any SID. FL. 1.o2.3 NOTE ON SIDEWALK CONSTRUCTION NOTES 9) A. ON DAY CREEK BOULEVARD ONLY 1. BETWEEN STA. 72 +44i TO STA. 75 +OO.t, W = 6' 2. BETWEEN STA. 75 +17.67 TO STA. 120 + 46.59, W = 5' 3. BETWEEN STA. 75 +00.55 TO STA. 75+ 17.67, W TRANSITIONS FROM 6' TO 5' B. ON ETIWANDA AVENUE 1. BETWEEN STA. 47 +46.42 TO STA. 52+00.74, W = 4' C. ON STILLWATER PLACE & INDIAN WELLS PLACE, W = 4' 1 NOTE: L NO WORK SHALL COMMENCE WITHIN THE U SBCFCD PROPERTY UNTIL ISSUANCE OF ENCROACHMENT PERMIT. VARIES --- - -- ROUGH GRADE LINE SLOPES LESS THAN 20 FT. HIGHT - 2:1 MAX. SLOPES GREATER THAN 20 FT. HIGH - 3:1 MAX. SECTION O T -TRACT BOUNDARY EDISON CORRIDOR EXIST. GROUND _( - - - -�- ------� �* Exp. 9 -30 -05 l�,A J1,9T CIVIL ��P 'J r \vuruv \vrv- mr \airu i.uwy i /vv /vv PROJECT SHEET N0. OF O 0 d' N U I6 a L1J i i Lu O U Z Q Z J IL w LU a Q �C L ui uj cc