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201 GRADING NOTES: WORK M BE DONE 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE TO THESE PLANS, AND THE FOLLOWING SPECIFICATIONS AND STANDARD DRAWING DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS. THE SPECIAL PROVISIONS FOR THIS PROJECT, AND THE SAN DIEGO AREA STANDARD SPECIFICATIONS REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CiTY ENGINEER PRIOR TO ANY REQUEST 1. "GREENBOOK" STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION FOR INSPECTION. (1997 EDITION). 2. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO 2. CALIFORNIA DEPARTMENT OF TRANSPORTATION, "MANUAL OF TRAFFIC PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES," DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION (1990 EDITION). EXISTING PRIOR TO GRADING. 3. SAN DIEGO COUNTY REGIONAL STANDARDS COMMITTEE 1996 EDITION Of THE "WATCH" HANDBOOK. 3. THE CONTRACTOR SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH EROSION ( ONTRIM 4. OUVENHAIN WATER DISTRICT STANDARD SPECIFICATIONS FOR CONSTRUCTION MARK WHICH IS DISTURBED OR DESTROYED SHALL BE REESTABLISHED AND ON WATER MAINS. REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. 1. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE 5. STATE OF CALIFORNIA STANDARD-SPECiFICATiONS -JULY 1992. 4. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF STANDARD DRAWINGS HEALTH STANDARDS, LAWS AND REGULATIONS. TEMPORARY DEVICES WHEN RAIN IS IMMINENT. 1. COUNTY OF SAN DIEGO REGIONAL STANDARD DRAWINGS -MARCH 1997. 5. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE 2. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED 2. STATEflF CALIFORNIA STANDARD PLANS -JULY 1992. CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. � OUAIN MWD 3. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES DESCRIPTION STD DWG S)WOL 6. PRiOR TO HAULING DiRT OR CONSTRUCTION MATERIALS TO ANY 9 NOTES: WATER NOTES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER EXISTING CONTOURS y -ti 1p - PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE 1. A PERMIT SHALL BE OBTAINED FROM THE ENCINiTAS ENGINEERING 1. WATER WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WiTH THE DETAILS AFTER EACH RUN -OFF PRODUCING RAINFALL. DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE SERVICES DEPARTMENT FOR ANY WORK WITHIN THE STREET RIGHT -OF- AND MATERIALS AS SPECIFIED IN THE OLIVENHAiN MUNICIPAL WATER DISTRICT PROPOSED CONTOURS 120 ---- CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER WAY. NO FEE WILL BE REQUIRED. STANDARD SPECIFICATIONS FOR THE CONSTRUCTION WATER MAINS AND 4. THE CONTRACTOR SHALL INSTALL ADDITIONAL E RO S IO N OF ENTS GRADED SLOPES C �r SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE FACILITIES, DATED MARCH 1997 WITH REVISIONS. CONTRACTOR SHALL MEASURES AS MAY BE REQUIRED BY THE CITY OF ENCINITAS _ y- _ _ _ _ CiTY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. 2. THE STRUCTURAL SECTIONS OF ALL PAVEMENT SHALL BE IN ACCORDANCE HAVE A CURRENT COPY OF THE STANDARD SPECIFICATIONS ON THE JOB SITE ENGINEER DUE TO ANY INCOMPLETED GRADING OPERATION OR PROPOSED SPOT ELEVATIONS 2 59 7 7. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED WITH CITY OF ENCINITAS PUBLIC ROAD STANDARDS. R VALUE TESTS AT ALL TIMES. UNFORSEEN CIRCUMSTANCES WHICH MAY ARISE. _ LOT LINE SOILS ENGINEER OR UNDER THEIR DIRECTION. THEY SHALL SHALL-BE REQUIRED PRIOR TO CONSTRUCTION. OBSERVE AND TEST THE EXCAVATION PLACEMENT AND 2 THE SUBMISSION AND REVIEW OF ALL SUBMITTALS (SHOP DRAWINGS, SiX SETS) 5• THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE DAYLIGHT LINE COMPACTION OF FILLS AND BA EXCAVATION AND COMPACTION OF 3. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT -OF -WAY SHALL AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS RIGHT -OF -WAY LINE R/W NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO _ `_ TRENCHES. THEY SHALL SUBMIT SOILS REPORTS AS REQUIRED BE CONSTRUCTED, CONNECTED AND TESTED PRIOR TO CONSTRUCTION OF AS REQUIRED BY THE STANDARD SPECIFICATIONS ARE TO BE ACCOMPLISHED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. BERM, CURB, CROSS GUTTER AND PAVING.- PRiOR TO THE PRECONSTRUCTiON MEETING WITH THE DISTRICT'S INSPECTOR. CONDITION. STORM DRAIN (SIZE PER PLAN) D -60 - -_� - -_ UPON COMPLETION OF GRADING OPERATIONS THEY SHALL STATE 4. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND FACILI TIES 3. NO WORK MAY BEGIN OR PROCEED WITHOUT DIRECTION OF DISTRICT'S INSPECTOR. 7. GRADED AREAS AROUND THE PROJECT PERIMETER MUST MAIN AC BERM - TYPE B G -5 THAT OBSERVATIONS AND TESTS WERE MADE BY THEM OR UNDER INSPECTOR'S SCHEDULING MUST BE 24 -48 HOURS IN ADVANCE OF WORK. AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH THEIR SUPERVISION AND THAT IN THEIR OPINION, ALL EMBANKMENTS SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE WORK DAY. CURB GUTTER G -2 - AND EXCAVATIONS WERE CONSTRUCTED IN ACCORDANCE WITH THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO APPROVED GRADING PLANS AND THAT ALL EMBANKMENTS AND OTHER EXISTING FACILITIES EXCEPT AS SHOWN ON THESE PLANS. 4. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, 8 ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AC PAVEMENT SEE GEN. NOTE 2 EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY TOP OF PIPE PROFILE IS 48- INCHES BELOW CENTERLINE OF FINISH GRADE OF AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN MEASURES TO PROTECT ANY EXISTING FACILITY SHOWN HEREON AND STREET. ASPHALT SPILLWAY SEE DETAIL. SHEET 8 6. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED ANY OTHER WHICH IS NOT OF RECORD OR NOT SHOWN ON THESE PLANS. r�' PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40X). SILT AND SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDiNG CILN NIMUM 1 -INCH WATER SERVICE TO EACH LOT. METER TO BE OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL AC OVERLAY OF WATER. THEY SHALL CONTROL SURFACE WATER AND AVOID 5. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE BE DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO EET FROM A SIDE LOT LINE. A 3/4 -INCH HIGH LETTER 'WP SHALL 9. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE CONCRETE DRIVEWAY G A•_._ IN TOP OF EXIS SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION TING CURB OR IMPRINTED IN NEW CURB AT ALL EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR OF FRESHLY GRADED AREAS UNTIL SUCH TiME AS PERMANENT CONSTRUCTION OF NEW WORK. CONTRACTOR WILL MAKE EXPLORATORY CE CROSSINGS. TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH TYPE B PEDESTRIAN RAMP G-27 EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALL -ED. SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PUNS 8" PVC WATER LINE -- -" 9. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL !F REVISIONS ARE NECESSARY BECAUSE OF ACTUAL-LOCATION OF 6. STALLED AT ALL FNGH POINT'S AND �CWf- 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF WATER LINE ELBOW W/ RESTRAINED JOINTS OFFS AT ALL LOW POINTS IN THE WATER MAIN PROFILE. FIRE HYDRANTS MAY THE STATE OF CALIFORNIA DEPARTMENT OF CONSERVATION. SHALL BE PLACED IN ACCORDANCE WITH THE SPECIFICATIONS. EXISTING FACILITIES. BE USED IN LIEU - OF A MANUAL AIR RELEASE OR BLOW -OFF WHEN LOCATED WATER LINE END CAP SHALL BE L= W ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL -w AT OR NEAR HIGH OR LOW POINTS AS APPROVED BY THE DISTRICTS REP. 10. HYDROMULCH ALL GRADED 2:1 SLOPES PER SPECIFICATIONS. REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH 6 ' COMPANY PRIOR TO STARTING WORK NEAR COMPANY AND _ WATER SERVICE LATERAL - - W ---Ow FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL 7. UNLESS OTHERWISE NOTED, CONNECTIONS TO EXISTING MAINS SHALL BE MADE EXIST RECLAIMED WATER LINE BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SHALL COORDINATE HIS /HER WORK WITH COMPANY REPRESENTATIVES. DRY. THE TiME AND DURATION OF ANY SHUTDOWNS OF EXISTING MAINS EXIST CABLE TELEVISION LINE SOILS SHALL BE SCARIFIED TO A DEPTH OF 6" AND THEN COMPACTED - - - -- - -- -CTV - -- - - TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S 7. THE CONTRACTOR SHALL NOTIFY PACIFIC BELL PRIOR TO STARTING WORK SHALL SUBJECT TO APPROVAL BY THE DISTRICT. DISTRICT SHALL NOTi RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS/HER WORK WITH NOTIFIED TWO WEEKS MINIMUM IN ADVANCE OF ANY SHUTDOWN W . EXIST WATER LINE - --- - EXIST SEWER LINE S IN STRICT ACCORDANCE WITH THE APPROVED SOiLS REPORT. COMPANY REPRESENTATIVES. 8. CONTRACTOR SHALL COORDINATE WITH DISTRICT ALL ARRANGEMENTS FOR SHEET INDEX EXIST ELECTRICAL - ` � E --- - 10. CUT AND FILL SLOPES BE CUT AND TRIMMED TO FINISH GRADE TO HIGH -LINiNG TEMPORARY SERVICES � SHEET ETC. PRIOR TO SHUTDOWNS. _ EXIST TELEPHONE - - - -- TL - -- PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES FOR LOCATION OF CABLES AND APPURTENANCES CONTACT (800) 422 -4133. NO SHUTDOWNS WILL BE SCHEDULED ONA FRIDAY. CIF EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, PLANTED, AND No. DESCRIPTION EXIST GAS- MAiN --- G TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT 9. LINE VALVES WHERE REQUIRED AT STREET INTERSECTIONS SHALL BE LOCATED - - = _ - 9. NO PAVING SHALL BE DONE UNTIL EXISTING POWER POLES ARE � 1 TITLE SHEET EXIST STORM DRAIN Sty AND ORDERLY CONDITION. ALL STONES, ROOTS, AND OTHER WASTE ON THE PROLONGATION OF THE STREET RIGHT` -0F -WAY WHENEVER POSSIBLE. RELOCATED OUTSIDE THE AREAS TO BE PAVED. 2 TYPICAL SECTIONS do INDEX MAPS ASSESSORS PARCEL NUMBER: xxx- xxx -xx MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE 3 ROAD WIDENING PLAN do PROFILE STA 3 +50t TO 11 +00 LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE 10. FIRE HYDRANTS, AS APPROVED BY THE-APPROPRIATE FIRE DISTRICT AND MEETING 4 ROAD WIDENING -PLAN dl: PROFILE STA 11 +00 TO 19 +20.71 ASPHALT SPILLWAY SEE DETAIL SHEET D r-- TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH 10. THE CONTRACTOR SHALL BE RESPONSiBLETHAT ANY MONUMENT OR BENCH THE DISTRICTS STANDARD SPECIFICATIONS, ARE TO BE INSTALLED AT LOCATIONS 5 ROAD WIDENING PLAN do PROFILE STA 19 +20.71 TO 25 +64.49 THE GRADING ORDINANCE. MARK WHICH IS DISTURBED OR DESTROYED SHALL BE REESTABLISHED SPECIFIED BY THE FIRE DISTRICT. 6- ROAD WIDENING PLAN do PROFILE STA 40 +19.62 TO 46 +00 11. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SMALL BE AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND 7 ROAD WIDENING PLAN & PROFILE STA 46 +00 TO 51 +91.40 MPOMAPHX COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SURVEYOR. 11. CONTRACTOR SHALL REVIEW ALL PROPOSED TRENCH WORK NTH CAL /OSHA. SO AS TO LEAVE THE AREAS THAT HAVE BEEN (REARED WITH A NEAT AND FINISHED A COPY OF EXEMPTION LETTER OR TRENCHING PERMIT, IF REQUIRED, SHALL 8 STORM GRAIN PROFILES do ASPHALT SPILLWAY DETAILS TOPOGRAPHY IS BY SAN - AERIAL SURVEYS. DATED 5/7/96, TED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS 11. ALL WORK SHALL BEGONE IN ACCORDANCE WITH THE STANDARD BE SUBMITTED TO THE DISTRICT PRIOR TO CONSTRUCTION. 9 STRIPING do SIGNING PLANS STA 3 +50t TO 26 +00 BY A FIELD SURVEY PERFORMED IN APRIL OF 1998 BY NOLTE AND ASSOCIATES FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (LATEST EDITION), 10 STRIPING dl: SIGNING PLANS STA 26 +00 TO 47 +00 PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE STANDARD 12 ALL EXISTING FACILITIES WHICH MAY AFFECT FINAL DESIGN, IE. LINE CROSSINGS, 11 STRIPING do SIGNING PLANS STA 47 +00 TO END SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (ADOPTED BY THE LINE PARALLELING. OR PROPOSED CONNECTIONS SHALL BE FIELD VERIFIED. 12 SECTIONS STA 5 +00 TO 14 +75 SAN DIEGO REC40NAL STANDARDS COMMITTEE), AND THE SAN DIEGO 13 SECTIONS STA 15 +00 TO 22 +00 OLIVENHAIN REGIONAL STANDARD DRAWINGS (LATEST EDITION). ALL EXISTING OR PROPOSED UTILITY CROSSINGS, OR UTILITIES WITHIN 10 -FEET 14 SECTIONS STA 41 +00 TO 50 +25 OF PROPOSED WATER MAINS, SHALL BE SHOWN ON IMPROVEMENT PLANS. 08' CUT = 7.465 C.Y. r U CA DIA BLVD 12. ALL GRADING ACTIVITY SHALL BE PROHIBITED BETWEEN 15 TRAFFIC SIGNAL PLANS RD. OCTOBER 1 AND APRIL 1 OF ANY YEAR. 13. ALL WATER SERVICES FOR IRRIGATION, MULTIPLE RESIDENTIAL tAMPLEXES FILL 7.465 C.Y. Z AND COMMERCIAL OR INDUSTRIAL DEVELOPMENTS SHALL HAVE AN APPROVED BACKFLOW PREVENTION DEVICE ON CUSTOMER'S SIDE OF WATER METER. DECLARATION OF RESPM15tBLE CHARM PROJECT, _ 14 THE WATER SYSTEM SHALL BE PRESSURE TESTED IN ACCORDANCE WITH THE I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS Z -+ x . THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE � � v k.) PROCEDURES IN THE STANDARD SPECIFICATIONS. THE CLASS OF PIPE SHALL Z WNIl BE USED AS THE DESIGNATED WORKING PRESSURE FOR TESTING ALL=PIPE, PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS BLVD VALVES (CLOSED) AND APPURTENANCES. CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. Lr JNJ A ,�4� 15. CONTRACTOR TO TIE oFF ALL VALVE LOCATIONS AND PROVIDE WNRiTTEN I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS E C9 DIMENSIONS TO INSPECTOR IMMEDIATELY UPON INSTALLATION OF VALVES. BY THE CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES NOT ANTI I c, 'r��" r�' RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT ? Q 16. ALL DEFLECTIONS (HORIZONTAL AND VERTi AL) ALL BE MA BY USE OF DESIGN. Z a �P "Ilk JOINT COUPLINGS WITH 4' MAXIMUM DEFLECTION PER COUPLING (2' PER JOINT).. NOLTE AND ASSOCIATES, INC.E w Q N O BENDING (CURVING) OF PIPE SHALL BE PERMITTED. 5469 KEARNY VILLA ROAD, SUITE 305 1tW E, SAN DIEGO, CA 92123 17. PIPELINE AND APPURTENANCES SHALL BE DISINFECTED Nr ACCORDANCE WITH 81RMINGHAM U (619) 278 -9392► TE SECTION 15041 OF THE STANDARD SPECIFICATIONS PRIOR TO TIE -IN OR W "ft w7eQ CONNECTION TO EXISTING SYSTEM FACILITIES. BACTERIOLOGIC QUALITY TEST 206 "M d RESULTS SHALL CONFORM TO THE C2RITERIA-SPECIFIED IN PARAGRAPH 3.06 Z ) GP� CF THAT SPECIFICATION SECTION. �� OF 18. METER BOXES FOR "CH SERVICE OR SMALLER SHALL BE FIBERGI A Z REINFORCED POLYMER CONCRETE (RPC) MANUFACTURED BY ARMORCAST PRODUCTS COMPANY, CDR SYSTEMS CORPORATION, OR APPROVED EQUAL METER BOX SIZE SHALL BE 17"x30 ". LOMA SANTA FE BY. RICHARD E. BERG RCE 41782 DATE WATER AGENCY EXP 3/31/04 Construction contractor agrees that in accordance-with g enerally occeptaA- construction OLryENHAM �AIJNICIPAL WATER DISTRICT � VIC MAP practices construction contractor will be required to assume sole and complete responsibility for job site conditions during the course of construction of the project including safety of all persons California Council POTABLE WATER SY8TEIM APPROVAL NO SCALE and property that this requirement shaH be made to apply continuously and not be limited to of Civil Engineers normal working hours and construction contractor further agrees to defend, indemnify and- hold AS BUILT DRAWINGS professional harmless from any and all liability, real or alleged, in connection- with the & Land Surveyors Z performance of work on this project excepting liability arising from the sole negligence of design professional. - - P4C)= BEYOND E N G I N E E R I N G RCE 48853 DATE JOB NO S �un SM x C& LV Note: Signature Expires 2 Years After Date RI HARD . BER DATE RR- TEL '58- f.04OOFAx Mw WAOL�coM Q REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE ENCINITAS FIRE PROTECTION DISTRICT SIGNED BY I DRAWN BY I CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. Z 'A' -ftW #7 061Y DETAIL 64-918 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED PLANS FOR THE WIDENING OF Ir DESCRIPTION: BRASS DISK STAMPED-T 131 1933 W - 8! 000 i l,# RM 9Y75 LOCATION: ROAD S 21 0.55 MILES N OF INT. -t p ' C r LU >� I 1 11 14 � AM SiHT 15 4-,n-99 W S. R. T 4 H U NDER HORIZONTAL NONE APPROVED BY: DATE: B Y: BY: MANCHESTER AV ENUE S1 -0021 ' ASBUCTD It A S- ALL SETS 6 -1 -01 WZ CHE D OP OF 2 SD DWL U R.C.E. NO: 41782 LEROY 80DAS ALAN D. ARCHIBALD '�' ATdcSF RR 72 5� OF MP 80 8.5 E of E RAIL VERTICAL NONE . DATE: TIME S HEET/SHEET INDEX MAP C9 RICHARD E. BER � -31 -04 DATE: DATE: SHEET 16 OF 15 w ELEVATION: 73.55 DATUM: USUGS NAND 88 EXP: RCE: 22312 - RCE: 21869 WORK PROJECT NO. 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CA. 92M RICHARD BER DATE .W.�.o5W� rA.385.04WFAX www.IOLTE.aon /t REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE ENCINITAS FIRE PROTECTION DISTRICT E S SQ TD BY RA S N T BY cHECK BY APPROVALS CITY OF ENCINITAS ENGINE r em DEPARTMENT DRAWING NO. Z X4' Rfff #N CWNECIIta'VV XTAI( 69-98 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED PLANS FOR THE WIDENING OF v -MNW770# LWOO& PiR W75 DESCRIPTION. BRASS DISK STAMPED T 131 1933 - 1 7 1 1114 & M SHIT 15 4 -?2-99 LOCATION: ROAD S 21 0.55 MILES N C ZIT. HORt20NTAL NONE APPROVED BY: DATE: - BY: BY: MANCHESTER AVENUE SI-0021 W/ CHESTERFIELD DR TOP OF 24" SD HD UNDER 417 tFROY BoDAS ALAN D. ARCHIBALD 'C' AS MT DRAXVff- ALL 9 fN 6 -15-01 R.C.E. N0: TYPICAL SECTIONS AT&SF RFC 72.5' S OF ME 80. 8.5' E OF E RAIL VERTICAL NONE DATE: DATE: DATE: SHEET 25 OF 15 W ELEVATION: 73.55 DATUM: USC &GS NAVD 88 RICHARD E. B G EXP: 3 -31 -04 RCE: 22312 RCE: 21869 WORK PROJECT NO. 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DATA M91 Brush - — _ - - _ -- _ RNISH QRADIE AND REPLACE LAD W/ - SYMBa DISC TA AR/NG RADIUS LENGTH W! S3 *59'05 20.98 _-. r __ ` AaWT D7�ISTING SEVER MANHaE 1a V " ® f1NISH SPADE. 7'Or 993.00 273.56 - - - _ R W3 N4373'48'E 480 85 Ik'LS 1 ` I?� CgNS1RUCT 3- STRAND BARBED MIRE fFNCE ® 4' 106h, W/ SIEFL '1' POST 10' GW CENTER WERE EXISTING fVV!E IS DEMOLISHED BY ROAD WDEIV/NG FROM STA IIAVS 4 +571 TO t H 9+391, 11 +171 10 14 +031, AND 15+361 TO 19 +231 GRAMC S * AS BUILT DRAWINGS 0' 20' 40' 60' 80' 120' 160' IVt Z OF E r O N D E N 6 1 N E E A I N 6 10 3D �� ��� ,, SCALE 1 = 40' ishe Aver«A of sci�, surd m �1 oiero COL ►. ms � Uj /'� RICHARD E. 8E DATE em.x5.0500M BU.M. 04WFAX wwwAmMooM Q REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE D ESIG NED Y DRAWN BY =CHECK E BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. z 'A' REVISE NN C WNEC1IGW OIEW 6-9 -918 - PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED MANCHESTER WIDENING CC v DESCRIPTION: BRASS DISK STAMPED T 131 1933 - aWSIRUCIIGW XAN REP( SW15 — Lu 7 1 1114 & ADb SI/ 15 ¢� LOCATION: ROADS 21 0.55 MILES N OF INT. HORIZONTAL 1 „ =40' DATE: - BY: BY: B EGIN TO STA 11+00 SI -0021 Z 'C' AS b�CT DRAWS- ALL Si'rEEIS 6 -1 01 1 CHESTERFIELD DR., TOP OF 24- E OF E RAIL SD HDWL UNDER �_ �, R c E No: 41 782 ALAN D. ARCHIBALD SRO 'B` ATdcSF RR. 72.5' trlP 80. 8.5 VERTICAL 1 8 DATE: DATE: SHEET 3A OF 15 W d ELEVATION: 73.55 DATUM: USC &GS NAVD 88 (CHARD E. BER EXP: 3 -31 -04 RCE RCE 21869 WORT: PROJECT NO. CMS96F LLJ n: \sd0442 \00 \codd \ppl.dwg J. _ A _ ___,. . -___ .. _ ..... .. _ _._ __.._ - __... - __. _ - _ __. ._ _ _-- -_. _ _ _ _. _. Sim I. C-4 F _ w _ _. - _ ♦ w _. - t t I t s► t _ LE1�T - _ . F � _ ' Al I _ ___.. _ R ► ► ., LL - ME CT4 A _. _ : jai Ap 1 _ . _ .. 8 P WA TE 0900 • z L., A A _ a _ w t A l K _ R - _ ••. _.: [�'U ; ' _ :. - - tom �_. - _ - 1. 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MAIM/ SYMBG'L DEL TA EARING RADIUS LENGTH 4U ! 8' V TE VAL W 1 N437348 0 E 567.11' • ��9 ?4'13'64' -w v • MUST BE off D3 DELETED j �� 2' SLOW OFF AS7W r 4 DELETED �' _'`.____ !� •,,r ``� -_ ------ .- -._._._ �, `_ -- °- 00 .` � i � � :.f-...'...- ....,.r•„ _ > a__. , s'y..,. .... - --._ .... - ,. r „ WA IER O CD F9 A ♦ - °" "i- e . w ,� �� 6 + f Jam) 18' OW STORM DRAM sr�/ DRAN DA M ME • •. , _ _ _ — , R/jr _ _ _ _ �; !f 24' L IP S70 M DRAIN SYb/BAC DEL TA FARING RADIUS LENGTH — — — — — — — — — ---- — = — — — — — — - - _ _ — — — — — — — — — — _ —i- AS�°HALT__S�►LLWA r SD N4372 Q 25 W 67. AB �_ _� _.._._ —_ ` — — — — --� 1 N4646 w 65.55 -'� — _ _ - '" I ^ 40 TYPE ?g� (Ji'A NTY IiEADWALL r... a_ .. _ --- --� �-- ►� —a — `� 2 V ' S03 N3378 21 W 70.55 W JQ ss 15' g 13 MANCHESTER A VENUE- � E a 18+ f Q v ��s N'A1FR DATA TA6[E _�_ Lv = 1 12 +010 _: 13 +U0 `_ �. _ 1 _ __ .. _ _ Too —µ ....._ -_ 16 +010 `� 1 �+AD x. , - / �6. ADAIST DOSSING WATER VALVE LOVERS SYMBAC DEL TA FARING RADIUS LENGTH 8` CKC W _ --i f % © TO FINI -W GRADE. Z x — _: `- --+— _,� a—w �.r.,.Lrl 4 I _ .. r . - w/ N4373'48 0 E 551.29 - - � _,. _ ._ —` "'• r' - �- ADJUST DOSTMG SEK MA11M O E TU , RNISY GRADE. !� � ,�,.: _ ; , .. f ; , , �,..�. � � ----•' /� -�s�`=v. � 39 51 E 41.65 W W2 100.00 = W ` ��:.GC1Cr � /�/ `' ' ' > 'r /r w3 U - , - � Q� / CONSTRUCT .�S7RAAVb BARBED Wff FENCE W4 2076'01 100.00 3537 (� 4' HIGH, W1 SIM 7 POST 10' ON CENTER lJ55'n7v 561-00 14114 3 WIERE DOSING FENCE IS DEIIlOU51<I { Y EX R - 2 f 2 � ce u -it / x O� � o ac + lz h g a t i a0a0�m� \ 2 W Q?APh7C +� � * AS BUILT DRAWINGS 1 0' 20' 40' 60' 80' 120' 160' `�. Z Now OF 10 30' SCALE " — 40' �1' /f2�e/ o E70ND ENGINEERING W 7 1'0'90 AVef* E OF SCISWE. SUM 101 SAM 6tECi0. CA. 9212! RICHARD E• 8 G DATE 08.�.o�a TEL ON. � .0400FAX �.WXTE.WM < /� REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE ESI NILD BY DRAWN BY CHEC LD BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. Z RST 'A' RINSE WN I CnGW DETAIL 6-9-98 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED MANCHESTER wroEN 0 p v - aws�RUCncw Q�IAN AM �v� DESCRIPTION: BRASS DISK STAMPED T 131 1933 ED 1 1114 & AM SST 15 4-22 99 LOCATION: ROAD S 21 0.55 MI LES N OF INT. HORIZONTAL 1"=40' � ::::w DATE: ` �� �� � 1 7 BY: BY: . SI -0021 ' - ALL SJff7S 6 -15-01 J CHESTERFIELD DR.. TOP OF 24" SD HDWL UNDER , R .C. E. N o: 41782 ALAN D. ARCHIBALD IAA - OVEMENTS S TA 11 +00 TO 19 +20 'B' t� C = AS T DY�AIMNCS AT&SF RR, 72.5' S OF MP 80, 8,' E OF E RAIL VERTICAL 1 8 DATE: DATE: Z ELEVATION: 73.5 DATUM: USC &GS NAVD 88 RICHARD E. BER EXP: 3 -31 -04 RCE: RCE: 21869 WORK PROJECT NO. CMS96F SHEET 4A OF 15 W Ilk n: \sd0442 \00 \codd \pp2.dwg w A- NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText GRADING NOTES: WORK M 1W DONE r2. L WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING ANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE TO THESE PLANS, AND THE FOLLOWING SPECIFICATIONS AND STANDARD DRAWINGS SIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCiNITAS, THE ECIAL PROVISIONS FOR THIS PROJECT, AND THE SAN DIEGO AREA GIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM STANDARD SPECIFICATIONS ALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST 1. "GREENBOOK" STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION R INSPECTION. (1997 EDITION). NTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS RECAINRED TO 2. CALIFORNIA DEPARTMENT OF TRANSPORTATION, "MANUAL OF FFiC OTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK Z AMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION (1990 EDITION). XISTING PRIOR TO ADING. 3. SAN DIEGO COUNTY REGIONAL STANDARDS COMM 96 EDITION iJF THE 3. THE CONTRACTOR SHA RESPONSIBLE THAT ANY MONUMENT OR BENCH "WATCH' HANDBOOK. MARK WHICH IS DISTURBED DESTROYED SHALL BE REESTABLISHED AND 4. OLIVENHAIN WATER DISTRICT STANDARD SPEC TiONS FOR CONSTRUCTION REPLACED BY A REGISTERED CI NGiNEER OR A LICENSED LAND SURVEYOR. ON WATER MAiNS. 4. THE CONTRACTOR SHALL DESIGN, C TRUCT AND MAINTAIN ALL 5. STATE OF CALIFORNIA STANDARD SPE ATiONS -JULY 1992. SAFETY DEVICES, INCLUDING SHORING, SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE A FEDERAL SAFETY AND EL CAMINO EAL HEALTH STANDARDS, LAWS AND REGULATION EROSION CONTROL 1. DRAWINGS S. GRADING AND EQUIPMENT OPERATING WITHIN ONE 112) MILE 1. COUNTY OF SAN DIEGO GIONAL STANDARD DRAWINGS - MARCH 1997. OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NO 1. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE 2, STATE OF CALIF STANDARD PLANS -JULY 1992. CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7: M. NOR AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SiTE AT ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF DESCRIPTI STD DWG SYMBOL d. PRiOR TO HAUL NG DINT OR CONSTRUCTION MATERIALS TO ANY TEMPORARY DEVICES WHEN RAIN IS IMMINENT. EXISTi CONTOURS PROPOSED CONSTRUCTION SITE WITHIN THiS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE 2._ DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED OPOSED CONTOURS 120 - CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. SHALL COMPLY WiTH ALL CONDITIONS AND REQUIREMENTS THE �HAN MW GRADED SLOPES - _ _ _ _ - CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. WATER NOTE 3. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES 289 7 7. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGIN PROPOSED SPOT ELEVATIONS .---- SOILS ENGINEER OR UNDER THEIR DIRECTION. THEY SHALL 1. A PERM HALL BE OBTAINED FROM THE ENCiNITAS ENGINEERING 1. WATER WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE DETAILS AFTER EACH RUN -OFF PRODUCING RAINFALL LOT LINE - - OBSERVE AND TEST THE EXCAVATION PLACEMENT AND SERVICES RTMENT FOR ANY WORK WITHIN THE STREET RIGHT -OF- AND MATERIALS AS SPECIFIED IN THE OLIVENHAIN MUNICIPAL WATER DISTRICT DAYLIGHT LINE COMPACTiON OF FILLS AND BACKFiLLS AND COMPACTION OF WAY. NO FEE BE REQUIRED. STANDARD SPECIFICATIONS FOR THE CONSTRUCTION OF WATER MAINS AND 4. THE CONTRACTOR SHALL INSTALL ADDITIONAL ER0S1 ONTROL _ TRENCHES. THEY SHALL SUBMIT SOILS REPORTS AS REQUIRED FACUTIES, DATED MARCH 1997 WITH REVISIONS. CONTRACTOR SHALL MEASURES MAY BE REQUIRED ED GRADING ERATiON OR THE CITY Ot= CINITAS RIGHT -(N= -WAY LINE R/W AND WALL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. 2. THE STRUCTURAL SE S OF ALL PAVEMENT SHALL BE IN ACCORDANCE HAVE A COPY OF THE STANDARD SPECIFICATIONS ON THE JOB SITE AT ALL EN DUE TO ANY IN STORM DRAIN (SIZE PER PLAN) D - 60 === =SD = == UPON COMPLETION OF GRADING OPERATIONS THEY MALL STATE WITH CITY OF ENCiNITAS ROAD STANDARDS. R VALUE TESTS TIMES. UNFORSR ORSEEN CIRCUMSTANCEES S WHICH TED HICH MAY THAT OBSERVATIONS AND TESTS WERE MADE BY THEM OR UNDER SHALL BE REQUIRED PRIOR CONSTRUCTION. AC BERM - TYPE B G -5 THEIR SUPERVISION AND THAT IN THEIR OPINION, ALL EMBANKMENTS 2. THE SUBMISSION AND REVIEW OF ALL SUBMITTALS (SHOP DRAWINGS, SIX SETS) 5• THE CONTRACTOR SHALL BE RESP LE-AND SHALL TAKE ( NECESSARY PRECAUTIONS TOP NT PUBLIC TRESPASS ONTO CURB do GUTTER G -2 3. ALL U�NiDERGROUNO UTILITIES WITH STREET RIGHT -OF -(NAY SHALL - AND EXCAVATIONS WERE CONSTRUCTED IN ACCORDANCE WITH THE AS REQUIRED BY THE STANDARD SPECIFICATIONS ARE TO BE ACCOMPLISHED APPROVED GRADING PLANS AND THAT ALL EMBANKMENTS AND BE CONSTRUCTED, CONNECTED AND D PRIOR TO CONSTRUCTION OF PRIOR TO THE PRECONSTRUCTiON MEETING WITH THE DISTRICTS INSPECTOR. AREAS WHEN IMPOUNDED WA S CREATE A HAZARDOUS AC PAVEMENT SEE GEN. NOTE 2 EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. BERM, CURB, CROSS GUTTER AND PAViN CONDITION. !!. EXISTING EXISTENCE E H AND LOCATION OF 4 T THE CONTRACTS SHALL PROPERLY MADE ALL EXCAVATED . UN GROUND FA(3UTTES 3. NO WORD( MAY BEGIN OR PROCEED WITHOUT DIRECTION OF DISTRICTS INSPECTOR. 7. GRADED AREAS AR D THE PROJECT PERIMETER MUST DRAIN ASPHALT SPILLWAY SEE DETAIL. SHEET 8 _1 SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDNNG THEE ON THESE PLANS WERE F EX INEO BY A OF THE INSPECTOR'S SCHEDULING MUST BE 24-48 HOURS IN ADVANCE OF WORK. AWAY FROM TH CE OF SLOPE AT THE CONCLUSION OF EACH AC OVERLAY OF WATER. THEY SHALL CONTROL SURFACE WATER AND AVOID AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLE THERE ARE NO WORK DAY. DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE OTHER EXISTING FACILITIES EXCEPT AS SHOWN ON THESE NS. 4. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAiN PROFILE, CONCRETE DRIVEWAY G -14B SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE PRECAU RY TOP OF PIPE PROFILE IS 48-INCHES BELOW CENTERLINE OF FINISH GRADE OF 8. ALL VABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT MEASURES TO PROTECT ANY EXISTING FApUTY SHOWN HEREON STREET. A E END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN 8" PVC WATER LINE �' -- - W - DRAiNAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. ANY OTHER O PR IS NOT OF RECORD OR NOT SHOWN HE THESE S. OBABILITY FORECAST EXCEEDS FORTY PERCENT (40X). SILT AND WATER LINE ELBOW W/ RESTRAINED JOINTS 9. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL 5. MANUAL AIR RELEASE SH OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL WATER LINE END CAP BE INSTALLED AT ALL HIGH POINTS AND BLOW- t W _ ---� SHALL BE PLACED IN ACCORDANCE WITH THE SPECIFICATIONS. 5. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO OFFS AT ALL LOW POINTS IN THE WATER MAIN PROFILE FIRE HYDRANTS MAY ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE BE DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO BE USED IN LIEU OF A MANUAL AIR RELEASE OR BLOW -OFF W EFFECTIVE COVERAGE OF GRRADED ADED SLOPES (90% COVERAG PRIOR HEN LOCATED 9• SHOULD GERMINATION OF EEDED S ( FAIL TO PROVIDE WATER SERVICE LATERAL -- - W ___0 REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH CONSTRUCTION OF NEW WORK. CONTRACTOR WiLL MAKE EXPLORATORY AT OR NEAR HIGH OR LOW POINTS AS APPROVED BY THE DISTRICTS REP. THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES . TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH EXIST RECLAIMED WATER LINE -- -- -- Rw - -- - -- BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION EXIST CABLE TEL.EVIS1(NN LINE -- CTV -- 6. 0� NOTED, CONNECTIONS TO EXISTING MAINS SHALL BE 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF SOILS SHALL BE SCARIFIED TO A DEPTH OF 6" AND THEN COMPACTED IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF D THE TiME AND DURATION OF ANY SHUTDOWNS OF EXISTING M THE STATE OF CALIFORNIA DEPARTMENT OF CONSERVATION. EXIST WATER LINE - - W TO A MtNtMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S EXISTING FACILITIES. SH ABJECT TO APPROVAL BY THE DISTRICT. DISTRICT BE EXIST SEWER LINE -- - S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FiLL NOTIFIED WEEKS MINIMUM IN ADVANCE OF ANY SHUTDO 10. HYDROMULCH ALL GRADED 2:1 SLOPES PER SPECIFICATIONS. IN STRICT ACCORDANCE WITH THE APPROVED SOILS REPORT. d. THE CONTRACTOR SHALL NOTIFY SAN DIEGO GAS AND ELECTRIC EXIST ELECTRICAL E 10. CU T AND FILL SLOPES SHALL ISE CUT AND TRIMMED TO F NISH-GRADE TO COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND 7, CONTRACTOR SH COORDINATE WiTH DISTRICT ALL ANGEMENTS FOR EXIST TELEPHONE TL PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES SHALL COORDINATE HIS/HER WORK WITH COMPANY REPRESENTATIVES. HIGH -LINING TEMPOR SERVICES, ETC., PRIOR HUTDOWNS. EXIST GAS MAIN G OF EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, PLANTED, AND 7. THE CONTRACTOR SHALL NOTIFY PACtF1C BELL PRIOR TO STARTING WORK NO SHUTDOWNS WILL BE EDULED ON A Y. EXIST STORM DRAIN = _ _ = SD TRWMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS/HER WORK WITH ASSESSORS PARCEL NUMBER: * lE - xXX- XxX -XX AND ORDERLY CONDITION. ALL STONES, ROOTS, AND OTHER WASTE COMPANY REPRESENTATIVES. 8. LIVE VALVES, WHERE REQUIRED INTERSECTIONS S RIGHT -OF -WAY WHENEVER POSSIBLETIONS SHALL BE LOCATED Sim [NAIL SHEET B MATTER EXPOSED OR EXCAVATION ONE EMBANKMENT SLOPES WHICH ARE ON THE PROLONGATION OF THE . m INDU ASPHALT SPILLWAY LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH & FOR LOCATION OF CABLES AND APPURTENANCES CONTACT (800) 422 -4133. 9, FIRE HYDRANTS, AS APPR BY THE A R1ATE FIRE DISTRICT AND MEETING SHEET THE GRADING ORDINANCE. THE DISTRICTS STAN DA PECIFICATICNVS, AR BE INSTALLED AT LOCATIONS NO. DESCRIPTION 11. ALL TREES, BRUSH, GRAM AND OTHER OBJECTIONABLE MATERIAL SHALL BE 9. NO PAVING SHALL BE DONE UNTIL EXISTING POWER POLES ARE SPECIFIED BY THE DISTRICT. 1 TITLE SHEET TOiF�OC`RAPHY: COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR RELOCATED OUTSIDE THE AREAS TO BE PAVED. 10. CONTRACT ALL REVIEW ALL PROPOSED TRENCH WORK CAL /OSHA. 2 TYPICAL SECTIONS & INDEX MAPS SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED R TRENCHING PERMIT IF RE SHALL 3 ROAD WIDENING PLAN do PROFILE STA 3 +501 TO 11 +00 TOPOGRAPHY IS BY SAN -LO AERIAL SURVEYS, DATED 5/7/". SUP LEMEN1M A C(N' EXEMPTION LETTER OR APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS 4 ROAD WIDENING PLAN do PROFILE STA 11 +00 TO 19 +20.71 BY A FIELD SURVEY PERFORMED IN APRIL OF 1998 BY NOLTE AND ASSOCIATES. FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR JO. CONTRACTOR SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MITTED TO THE DISTRICT PRIOR TO CONSTRUCTION. 5 ROAD WIDENING PLAN dl: PROFILE STA 19 +20.71 TO 25 +64.49 PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL MARK WHICH IS DISTURBED OR DESTROYED SHALL BE REESTABLISHED 6 ROAD WIDENING PLAN dl: PROFILE STA 40 +19.62 TO 46 +00 AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND ALL EXISTING FACILITIES WHICH MAY AFFECT FiNAL DESIGN, IE, LINE CRO SURVEYOR. 7 ROAD WIDENING PLAN Sc PROFILE STA 46 +00 TO 51 +91.40 • LIVE PARALLELING, OR PROPOSED CONNECTIONS SHALL BE FIELD VERIFIED. 8 STORM DRAIN PROFILES & ASPHALT SPILLWAY DETAILS 11. ALL WORK SHALL DONE IN ACCORDANCE WITH THE STANDARD ALL EXISTING OR PROPOSED UTILITY CROSSINGS, OR UTILITIES WITHIN 10 -FEET 9 STRIPING dl: SIGNING PLANS STA 3 +501 TO 26 +00 CUT - 7.465 C.Y. SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (LATEST EDITION), OF PR OPOSED WATER MAINS, SHALL BE SHOWN ON IMPROVEMENT PLANS. 10 STRIPING at SIGNING PLANS STA 26 +00 TO 47 +00 THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE STANDARD 12 ALL WATER SERVICES FOR IRRIGATiCNV OLTiPLE RESIDENTIAL COMPLEXES 11 STRIPING & SIGNING PLANS STA 47 +00 TO END FILL = 7.465 C.Y. SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (ADOPTED BY SECTIONS STA 5 +00 TO 14 +75 SAN DIEGO REGIONAL STANDARDS COMMITTEE), AND THE SAN DI AND COMMERCIAL OR INDUSTRIAL DEVELOPMENTS SHALL HAVE AN APPROVED 13 SECTIONS STA 15 +00 TO 22 +00 � UCA DIA BLVD RD. REGIONAL STANDARD DRAWINGS (LATEST EDITION). BAC3CFLOW PREVENTION DEVICE ON CUSTOMER'S SIDE ()F WATER METER. 14 SECTIONS STA 41 +00 TO 50 +25 RD. � K AL 6�PADI#kS /9C'T!Y/Tf' 3�L AF �fd/T� Tf�E/V 13. THE WATER SYSTEM SHALL 8E PRESSURE TESTED IN ACCORDANCE WITH THE ACTOdER �9W0 �R /G /�T' �F�IYY Y PROCEDURES IN THE STANDARD SPECIFICATIONS. THE CLASS OF PiPE SHALL LA BE USED AS THE DESIGNATED WORKING PRESSURE FOR TESTING ALL PIPE, C VALVES (CLOSED) AND APPURTENANCES. BUTTERFLY VALVES SHALL BE DECLARATION OF RESPONSIBLE BARGE Z DRIP -TIGHT AT 200 PSI MINIMUM. I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, r 9s BLVD 1* CONTRACTOR TO 71E OFF ALL VALVE LOCATIONS AND PROVIDE WRITTEN THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE �1 'o _ J r, A S DIMENSIONS TD INSPECTOR IMMEDIATELY UPON INSTALLATION OF VALVES. PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. 15. ALL DEFLECTIONS (HORIZONTAL AND VERTICAL) SHALL BE MADE BY USE OF I UNDERSTAND THAT THE C3HECR 'OF PROJECT DRAWINGS AND SPECIFICATIONS ANT IV �,'r j�v JOINT COUPLINGS MATH 4 MAXIMUM DEFLECTION PER COUPLING (2 PER JOINT). � � NO BENDING (CURVING) OF PIPE SHALL BE PERMITTED. BY THE CITY OF ENCNNITAS IS CONFINED TO A REVIEW ONLY AND DOES NOT zo Q �� RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT < U , DESIGN. Q � NOLTE AND ASSOCIATES, INC. BIRMINGHAM V 5469 KEARNY VILLA ROAD, SUITE 305 ��aD E ' �� Z C) NOLTE DIEGO, CA 92123 �'., •p T S PLAN I S SUPERSEDED B Y SHEET 1A (619) 278 -9392 Cl BY: - i t LOM SANTA WATER AOENCY (CHARD E. BER 41782 DATE FE OLIVENHAIN MUNICIPAL WATER DISTRICT EXP 3/31 /00 C4 Construction contractor agrees that in accordance with generally accepted construction POTABLE WATER SYSTEM APPROVAL 01 practices construction contractor will be required to assume sole and complete responsibility for M job site editions during the course of construction of the project including safety of all persons California Council and property that this requirement shall be mode to apply continuously and -not be limited to Of CivII En9lneers TE and ASSOCIATES A VlCffM MAP normal working hours and construction contractor further agrees to defend, indemnify and hold & Land Surveyors "` En g ! 9/Planners/Surveyors Z design professional hormless from any and of] liability, real or alleged, in connection with the y 9 NO SCALE performance of work on this project excepting-liability arising from the sole negligence of design NO i� Sul,► 3W UP Mo. CL W= (SM :+�� `ij C4 professional. O 4 85 - 1 DATE JOB NO Not4igndture Expires 2 Years After Date t REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE ENCINITAS FIRE PROTECTION DISTRICT DES' N ED By r DRAWN Y CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. Z � DESCRIPTION: BRASS DISK STAMPED T 131 1933 PLANS PREPARED UNDER SUPERVISION OF RECOM DE AP 0 PLANS FOR THE WIDENING OF W v OCATiON: ROAD S 21 0.55 MILES N OF INT. HORIZONTAL NONE APPROVED BY: DATE: 6 _ / f or BY: BY: ' MANCHESTER AVENUE _ W � W/ CHESTERFIELD DR T OP OF 24" SD HDWL UNDER r : 41782 L J. HOLT ALAN D. CHIBALD S) 0021 Z .� R.C.E. 0. �_ _ � TITLE S HEET/SHEET SIDEX MAP Z A116F RR. 725' S OF ME K 8.5' E OF E RAIL VERTICAL NONE DATE � DATE: 4c �= DATE: 12 LEVATiON: 73.55 DATUM: USCAGS NAND fl8 RICHARD E . B G EXP: 3 -31 -00 RCE: 18189 RCE: 21869 WORK PROJECT NO. CMS96F FEET 1 OF ! W N: \SD0442 \00 \CADD \T1.DWG GRADING WORK TO BE DONE 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ­ ,DING STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE TO THESE PLANS, AND THE FOLLOWING SPECIFICATIONS AND STAN DRAWINGS DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS, THE SPECIAL PROVISIONS FOR THIS PROJECT, AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM STANDARD�PECIFICAl10NS SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST 1. "GREENBOOK" STANDARD SPECIFICATIONS FOR P WORKS CONSTRUCTION FOR INSPECTION. (1997 EDITION). 2. CONTRACTOR SHALL TAKE ANY NECESSARY PRECA]7TIONS REQUIRED TO 2. CALIFORNIA DEPARTMENT OF TRANSPORT "MANUAL OF TRAFFIC PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING CONTROLS FOR CONSTRUCTION AND M wANCE WORK ZONES," DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION (1990 EDITION). EXISTING PRIOR TO GRADING. 3. SAN DIEGO COUNTY REGIONAL RDS COMMITTEE 1996 EDITION OF THE 3. THE CONTRACTOR SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH "WATCH" HANDBOOK. MARK WHICH IS DISTURBED OR DESTROYED SHALL BE REESTABLISHED AND 4. OLIVENHAIN WATER DISTR ANDARD SPECIFICATIONS FOR CONSTRUCTION REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. ON WATER MAINS. 5. STATE OF CALIFO T ANDARD SPECIFICATIONS -JULY 1992. 4. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AN N R GS HEALTH STANDARDS, LAWS AND REGULATIONS. EROSION CONTROL 1. COU -)F SAN DIEGO REGIONAL STANDARD DRAWINGS -MARCH 1997. 5. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE 1. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE 2 OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE OF CALIFORNIA STANDARD PLANS -JULY 1992. CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND A.M. NOR AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL YS. NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDA CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF DESCRIPTION STD DWG SYMBOL 6. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY TEMPORARY DEVICES - WHEN RAIN IS IMMINENT. , EXISTING CONTOURS PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE _ _ DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE - -` 2. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODI PROPOSED CONTOURS - _120 CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER - WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTO SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE OUVENHAIN BAWD GRADED SLOPES - � _ _ _ _ CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. NOTES: WATER NOTES: 3. THE CONTRACTOR -SHALL RESTORE ALL EROSION C L DEVICES 289 7. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED TO WORKING ORDER TO THE SATISFACTION OF i TY ENGINEER PROPOSED SPOT ELEVATIONS .--- SOILS ENGINEER OR UNDER THEIR DIRECTION. THEY SHALL 1. A PERMIT SHALL BE OBTAINED FROM THE ENCINITAS ENGINEERING 1. WATER WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE DETAILS AFTER EACH RUN -OFF PRODUCING RANNAAL LOT LINE OBSERVE AND TEST THE EXCAVATION PLACEMENT AND SERVICES DEPARTMENT FOR ANY WORK WITHIN THE STREET RIGHT -OF- AND MATERIALS AS SPECIFIED IN THE OLIVENHAIN MUNICIPAL WATER DISTRICT- 4 THE-CONTRACTOR SHALL INS LL AD AL EROSION CONTROL DAYLIGHT LINE COMPACTION OF FILLS BACKFILLS AND COMPACTION OF WAY. NO FEE WILL BE REQUIRED. STANDARD SPECIFICATIONS FOR THE CONSTRUCTION OF WATER MAINS AND MEAS URES - TA _ TRENCHES. THEY SHALL SUBMIT SOILS REPORTS AS REQUIRED FACILITIES, DATED MARCH 1997 WITH REVISIONS. CONTRACTOR SHALL MEASURES WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. 2. THE STRUCTURAL SECTIONS OF ALL PAVEMENT SHALL BE IN ACCORDANCE HAVE A CURRENT COPY OF THE STANDARD SPECIFICATIONS ON THE JOB SITE ENGINEER DUE TO ANY INCO MAY BE REQU MP GRADING OPERATION OR ED E CITY OF ENCINITAS RIGHT -OF -WAY LINE -R/W- STORM DRAIN (SIZE PER PLAN) D -60 === =SD = == UPON COMPLETION OF GRADING OPERATIONS THEY SHALL STATE WITH CITY OF ENCINITAS PUBLIC ROAD STANDARDS. R VALUE TESTS AT ALL TIMES. UNFORSEEN CIRCUMSTANCE N MAY ARISE. THAT OBSERVATIONS AND TESTS WERE MADE BY THEM OR-UNDER SHALL BE REQUIRED PRIOR CONSTRUCTION. AC BERM - TYPE B G -5 THEIR SUPERVISION AND THAT IN THEIR OPINION, ALL EMBANKMENTS 2. THE SUBMISSION AND REVIEW OF ALL SUBMITTALS (SHOP DRAWINGS, SIX -ETS) 5. THE CONTRACTOR SH f RESPONSIBLE AND SHALL TAKE AND EXCAVATIONS WERE CONSTRUCTED IN ACCORDANCE WITH THE 3. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT -OF -WAY SHALL AS REQUIRED BY THE STANDARD SPECIFICATIONS ARE TO BE ACCOMPLISHED NECESSARY PREC DS TO PREVENT PUBLIC TRESPASS ONTO CURB & GUTTER G -2 APPROVED GRADING PLANS AND THAT ALL EMBANKMENTS AND BE CONSTRUCTED, CONNECTED AND TESTED PRIOR TO CONSTRUCTION OF AREAS WHEN LIED WATERS CREATE A HAZARDOUS AC PAVEMENT SEE EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. BERM, CURB, CROSS GUTTER AND PAVING. PRIOR TO THE PRECONSTRUCTION MEETING WITH THE DISTRICTS INSPECTOR. CONDITION. NOTE 2 8. THE CONTRACTOR SHALL PROPERLY {MADE ALL EXCAVATED 4. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES 3. NO WORK MAY BEGIN OR PROCEED WITHOUT DIRECTION OF DISTRICT'S INSPECTOR. 7. GRAD AS AROUND THE PROJECT PERIMETER MUST DRAIN ASPHALT SPILLWAY SEE DETTAILAIL , SHEET 8 SURFACES TO POSITIVE DRAINAGE AND PREVENT PONDING SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE INSPECTOR'S SCHEDULING MUST BE 24 -48 HOURS IN ADVANCE OF WORK. AW 'OM THE FACE OF SLOPE AT THE CONCLUSION OF EACH AC OVERLAY OF WATER. THEY SHALL CONTROL SURFACE WATER AND AVOID AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE NO DAY. DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE OTHER EXISTING FACILITIES EXCEPT AS SHOWN ON THESE PLANS. 4. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN CONCRETE DRIVEWAY G -14B =T SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION HOWEVER, THE CONTRACTORS REQUIRED TO TAKE PRECAUTIONARY TOP OF PIPE PROFILE IS 48- INCHES BELOW CENTERLINE OF FINISH GR ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE OF FRESHLY GRADED AREAS UN11L SUCH TIME AS PERMANENT MEASURES TO PROTECT ANY EXISTING FACILITY SHOWN HEREON AND STREET AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN TYPE B PEDESTRIAN RAMP G -27 A -1 DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED.. ANY OTHER WHICH IS NOT OF RECORD OR NOT SHOWN ON THESE PLANS. �- PROBABILITY FORECA�'f EXCEEDS FORTY PERCENT (409. SILT AND 8" PVC WATER LINE - W 9. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL 5. INSTALL A MINIMUM 1 -INCH WATER SERVICE TO EACH LOT OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. . METER BE 5. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO WATER LINE ELBOW W/ RESTRAINED JOINTS �, SHALL BE PLACED IN ACCORDANCE WITH THE SPECIFICATIONS. BE DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO LOCATED 5 -FEET FROM A SIDE LOT LINE. A 3/4 -INCH HIGH LETIE 9. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE WATER LINE END CAP REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH CONSTRUCTION OF NEW WORK. CONTRACTOR WILL MAKE EXPLORATORY BE CHISELED IN TOP OF EXISTING CURB OR IMPRINTED IN NEW CURB EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR - W ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE - ---� THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES WATER SERVICE CROSSINGS. TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH WATER SERVICE LATERAL - W BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS 6. M UA AI E STA ALL HIGH POIN BLOW- PUNCHED STRAW INSTALLED IN ACCORDANCE NTH SECTION EXIST RECLAIMED WATER LINE SOILS SHALL BE SCARIFIED TO A DEPTH OF 6" AND THEN COMPACTED IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF OFFS AT ALL LOW POINTS IN THE WA AIN PROFILE. �URANTS MAY 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF EXIST CABLE TELEVISION LINE THE STATE OF CALIFORNIA DEPARTMENT OF CONSERVATION. TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S EXISTING FACILITIES. BE USED IN LIEU OF A MANUAL All OR BLO HEN LOCATED EXIST WATER LINE + RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL AT OR NEAR HIGH OR LOW P AS AP VED DISTRICT'S REP. 10. HYDROMULCH ALL GRADED 2:1 SLOPES PER SPECIFICATIONS. IN STRICT ACCORDANCE WITH THE APPROVED SOILS REPORT. 6. THE CONTRACTOR SHALL NOTIFY SAN DIEGO GAS AND ELECTRIC EXIST SEWER LINE - 5 - COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND 10. CUT AND FALL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO 7. UNLESS OTHERWISE S T ING MAINS SHALL BE MADE EXIST ELECTRICAL - - SHALL COORDINATE HIS/HER WORK WITH COMPANY REPRESENTATIVES. PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES DRY. THE TIME A A ANY 5JWNS OF EXISTING MAINS EXIST TELEPHONE - -- -- - OF EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, PLANTED, AND 7. THE CONTRACTOR SHALL NOTIFY PACIFIC BELL PRIOR TO STARTING WORK SHALL BE SUBJE B DISTRICT. DISTRICT SHALL BE EXIST GAS MAIN - TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS /HER WORK WITH NOTIFIED �M I SCE ANY SHUTDOWN. EXIST STORM DRAIN = = AND ORDERLY CONDITION. ALL STONES, ROOTS, AND OTHER WASTE COMPANY REPRESENTATIVES. MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE 8. C 0 ; c WITH DISTRICT ALL ARRANGEMENTS FOR ASSESSORS PARCEL NUMBER: xxx xxx - xx LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE - D ESCRIPTION 1 iEM OR - RACES, ETC., PRIOR TO SHUTDOWNS. ASPHALT SPILLWAY SEE DETAIL SHEET & TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH 8. FOR LOCATION OF CABLES AND APPURTENANCES CONTACT (800) 422 -4133. D S - SCHEDULED ON -A FRIDAY. S HEE T NO. �- THE GRADING ORDINANCE. 9. ALVE E REQUIRED AT STREET INTERSECTIONS SHALL BE LOCATED GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE 9. NO PAVING SHALL BE DONE UNTIL EXISTING POWER POLES ARE 1 TITLE SHEET TOPOGRAPHY. 11. ALL TREES. BRUSH, THE NGAl10N OF THE STREET RIGHT -OF -WAY WHENEVER POSSIBLE. COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR RELOCATED OUTSIDE THE AREAS TO BE PAVED. 2 TYPICAL SECTIONS do INDEX MAPS SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED 10. DRANTS, AS APPROVED BY THE APPROPRIATE FIRE DISTRICT AND MEETING 3 ROAD WIDENING PLAN do PROFILE STA 3 +50± TO 11 +00 TOPOGRAPHY IS BY SAN -LO- AERIAL SURVEYS, DATED 5/7/96, ED T APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS 4 ROAD WIDENING PLAN do PROFILE STA 11 +00 TO 19 +20.71 BY A FIELD SURVEY PERFORMED IN APRIL OF 1998 BY NOLTE AND ASSOCIATES. FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR 10. THE CONTRACTOR SHALL BEJ3ESPONSIBLE THAT ANY MONUMENT O ENCH DISTRICTS STANDARD SPECIFICATIONS, ARE TO BE INSTALLED AT LOCATIONS 5 ROAD WIDENING PLAN do PROFILE STA 19 +20.71 TO 25 +64.49 PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. MARK WHICH IS DISTURBED OR DESTROYED SHALL BE REESTABLIS PECIFIED BY THE FIRE DISTRICT. 6 ROAD WIDENING PLAN dl: PROFILE STA 40 +19.62 TO 46 +00 AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICE . F I , IT SURVEYOR. 11. CONTRACTOR SHALL REVIEW ALL PROPOSED TRENCH WORK WITH _CAL /OSHA. 7 ROAD WIDENING PLAN do PROFILE STA TO 51 +91.40 EARTHWORK: 8 STORM DRAIN PROFILES do ASPHALT SPILLWAY A COPY OF EXEMPTION LETTER OR TRENCHING PERM REQUIRED, SHALL LLWAY DETAILS 11. ALL WORK SHALL BE DONE IN ACCORDANCE WITH - BE SUBMITTED M THE DISTRICT PRIOR TO CONSTRU MIT, F 9 STRIPING do SIGNING PLANS STA 3 +50f TO 26 +00 CUT = 7.465 C.Y. SPECIFICATIONS FOR PUBLIC WORKS CONSTRUC110 Tl 10 STRIPING do SIGNING PLANS STA 26 +00 TO 47 +00 THE SAN DIEGO STANDARD SPECIAL PROVISIONS TH JDARD > 12 ALL EXISTING FACILITIES WHICH MAY AFFECT FINAL DESIGN, IE, LINE CROSSINGS, 11 STRIPING do SIGNING PLANS STA 47 +00 TO END FILL = 7.465 C.Y. SPECIFICATIONS FOR PUBLIC WORKS CONSIRU D `D . B � LINE PARALLELING OR PROPOSED CONNECTIONS SHALL BE FIELD VERIFIED. 12 SECTIONS STA 5 +00 TO 14 +75 , SAN DIEGO REGIONAL STANDARDS COMMITTEE iE SA 0 13 SECTIONS STA 15 +00 TO 22 +00 LEUCA DIA BLVD OLIVENHAtN REGIONAL STANDARD DRAWINGS LATEST EDITI N ALL EXISTING OR PROPOSED UTILITY CROSSINGS, OR UTILITIES WITHIN 10 -FEET 14 SECTIONS STA 41 +00 TO 50 +25 RD. 12. ALL GRADING ACTIVITY SHALL BE PROHIBITED OF PROPOSED WATER MAINS, SHALL BE SHOWN ON IMPROVEMENT PLANS. y OCTOBER 1 AND APRIL 1 OF ANY YEAR. 13. ALL WATER SERVICES FOR IRRIGATION, ,MULTIPLE RESIDENTIAL COMPLEXES 15 TRAFFIC 080 SIGNAL PLANS �n Z AND COMMERCIAL OR INDUSTRIAL DEVELOPMENTS SHALL HAVE AN APPROVED 7) �� A o o BACKFLOW PREVENTION DEVICE ON CUSTOMER'S SIDE OF WATER METER DECLARATION OF RESPONSIBLE CHARGE CINIl 14. THE WATER SYSTEM SHALL BE PRESSURE TESTED IN ACCORDANCE WITH THE I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THE PROJECT, tin 913 BLVD PROCEDURES IN THE STANDARD SPECIFICATIONS. THE CLASS OF PIPE SHALL THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE 7 A o U , BE -USED AS THE DESIGNATED WORKING PRESSURE FOR TESTING ALL PIPE, PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS S �Nl TA � VALVES (CLOSED) AND APPURTENANCES. CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. E ,r�, 15. CONTRACTOR TO 11E OFF ALL VALVE LOCATIONS AND PROVIDE WRITTEN I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFlCATIDFIS ANT I v DIMENSIONS TO INSPECTOR IMMEDIATELY UPON INSTALLATION OF VALVES. BY THE CITY OF ENCINITAS - 1S CONFINED TO A REVIEW ONLY AND DOES NOT o Q �� RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBTLI TIES FOR PROJECT :2 w 16. ALL DEFLECTIONS (HORIZONTAL AND VERTTCALY SHALL E MAD BY USE OF DESIGN. L �� �w C) JOINT BIRMINGHAM JOINT COUPLINGS V -0F PIPE SHALL . DEFLE PERMITTED. 5469 (2' PER JOINT). NOLTE AND ASSOCIATES, INC. gy�p "Y V NO BENDING (CUR ING ) 5469 KEARNY VILLA ROAD, SUITE 305 „ 4�,!► E • Z SAN DIEGO, CA 92123 ITE 17. PIPELINE AND APPURTENANCES SHALL BE DISINFECTED IN ACCORDANCE WITH (619) 278 -9392 W tow 4 V; 0 ��,��`' SECTION 15041 OF THE STANDARD SPECIFICATIONS PRIOR TO TIE -IN OR # ftp � CONNECTION TO EXISTING SYSTEM FACILITIES. BACTERIOLOGIC QUALITY TEST RESULTS SHALL CONFORM TO THE CRITERIA SPECIFIED IN PARAGRAPH 3.06 1V% OF THAT SPECIFICATION SECTION. OF CCU Z 18. METER BOXES FOR 2 -INCH SERVICE OR SMALLER SHALL BE FIBERGLASS REINFORCED POLYMER CONCRETE (RPC) MANUFACTURED BY ARMORCAST BY _ + �- �$ LOMA` PRODUCTS COMPANY, CDR SYSTEMS CORPORATION, OR APPROVED EQUAL WATER ADEfVCY RICHARD E. BERG RCE 41782 DATE Construction contractor agrees that in accordance with generally accepted construction - METER BOX SIZE SHALL BE 17 "x30 ". OLIVENHAIN MUNICIPAL WATER DISTRICT EXP 3/31/00 practices construction contractor will be required to assume sole and complete responsibility for POTABLE WATER SYSTEM APPROVAL job site conditions during the course- of construction of the project including safety of all persons California Council /y and property that this requirement shall be made to apply continuously and not be limited to of Civil Engineers MCINITY MAP normal working hours and construction - contractor further agrees to defend, indemnify and hold s E r o N o E N 6 1 N E E w I N s Z design professional harmless from any and all liability, real or alleged, in connection with the & Land Surveyors � lS�GDO 1 \ iu ;,Uk/ E performance of work on this project excepting liability arising from the sole negligence of design lS .05M TB 619.355.000 FAX F AX ;R professional. RC 48 DATE JOB NO iso90 oFSC�. sAw R.Cs W i19.3.Q500 AX www.n Note: Signature Expires 2 Years After Date REVISIONS 'PROVED DA1L REFERENCES DATE BENCH MARK SCALE ENCINITAS FIRE PROTECTION DISTRICT --- " LJ'uN Lu � Y - JKN'" � - "t r\ L - Z - - -- APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. m W RE;U44 7R CONC r TAIL _ 6-9 -98 PLANS PREPARED UNDER SUPERVISION OF RECOM N A OV D PLANS FOR THE WIDENING OF cc v - - -- - -- DESCRIPTION BRASS DISK STAMPED T 131 1933 RM LU 17 4AQD,%T15 LOCATION: ROAD S 21 0.55 MILES N OF INT' HORIZONTAL NONE APPROVED BY: DATE: - " 4 BY BY __ _.__ MANCHESTER AVENUE SI -0021 " ' W/ CHESTERFIELD DR., TOP- OF 24" SO HDWL UNutR 41782 L HOLT ALA D ARCHIBALD 0 4-22-99 R.C.E. N0: DATE: ¢ DATE: , 4 TITLE SHEET/SHEET AVDL�X MAP [ SHEET lA OF 15 W - AT�CSF RR 72 5' S OF MP 80 8.5' E OF E RAIL VERTICAL NONE DATE: 186 ELEVATION: 73.55 DATUM: USC &GS NAVD 88 RICHARD E. BE EXP: 3 -31 -00 R CF: 18189 RCE: I ZS WORK PROJECT NO. CMS96F 1/29/98 N: ASD0442 \00 \CADD \11.DWG „ ( R/►Y R R110w, ROW VARIES I VARIES Ole € NELD FLANGE TD EJbS W N I 1YP E BIKE/p£D. I BIL ED CKW SIM PFf AND ( oaV i AAMN FLANGE PLUG ASAAOOAV D PIPE VARIES LANE i 5' M/N _ 5' � 5' RE 50' KITH i11ARTAR MI1H VAR1£S AF1FR NUDW VA 12' I 1' MIN T 12' 12' 4' 12' 12' 3' .. . •.. . 2' MIN i EXIST. CIkK 8' WA TER Pff R I I 2.• 1 MAX fILL f0't P 4 COPPER a;B I • REAIIOVE PRE I' MIN 1' MIN 1-0 sA NCUr SA *VUr ¢ ; TYPE I � , BERM EX. PM/T B I WID VE TH VARIES 5" AC ON 15" CLASS # BASE 5 " AC ON 15" CLASS II BA S£ 0 W 12" NA 77 SCARIFIED ¢ ` TYPE OVER 12" NA 77V£ SCARIFIED AND RECOMPAC7ED TO A MIN. 4" COPPER PFF SACRIRaAL ANODE B' BE RM, AND RECOIMPACIED rO A MIN. OIL 95X RELA TI VE COMPAC770N* OF 95X RELA 77W COMPAC770N* - - --- * (OR AS DIRECTED BY SOILS ENGR) EX. Q` fLANG0 x KrWA IICAL ?.-1 AIAX , AIInN 1?' OVEWA Y BERM T �"E'91`� AMCUT PER PLAN MANCHESTER A VE. �, ( THICKNES S S STA. 44 +90t to 51 +50f 4 ' CARPER OM r PVC PIPE Pwr NO SCALE 5" AC ON 15" IXASS N BASF 7' VMDE PAVEMENT WD TV VARIES NKAN NVSULA OVER 12" NA 77 VE SCARFIED REINFORCING FABRIC RESTRAINED �IgMV IS AND R£CAMPAC 1 FD TO A W LEA � OIL 95X RELA 77 COIMPACTTOW* * (OR AS DIRECTED BY SONS ENOOR) MANCHES TER A VE. dmmmm� 8" PVC NA TERL /NE &&N T DETA /L NO SCALE STA. 4 +20t to 18 +05t NO SCALE R/!Y RI-W VARIES X MIN BIKE/pm LANE 2' 7W VARIES 5' MIN 3' 5' 12' 12' 12' 12' VARIES 1' MIN 21 MAX BERM 6` TYPE 6' BERM 1' MN 5` AC aV 15` aASS II BAS£ SANCUr BERM OVER 12" NATIVE SCARIFIED AND RECOMPACTED TO A Aff OF 95X REEL 77 C'OMPAC770V* EX. PVIIIT WD TH VARIES * (OR AS DIRECTED BY SOILS ENGR) MANCHES TER STA. 18 +05t TO 22 +0a* 56' i THIS PLAN IS SUPERSEDED BY SHEET 2A VARIES VARIES ola i B/KEIPED. LANE E 5' I 5 ' / `\ i 3' 12' 12' 4 12' 12' 1 MAX nLL / ' ••\ O �RC� E. f Typ 1' MIN — � 1 MIN Fes-- ¢" BCE/ SAML'(/T X. PVINTSANCUT �► REM 117 / ,i a 41,782 5" AC ON 15" CLASS I/ BASE N'1D VARIES 5" AC OV 15" CLASS l/ BASE \ OVER 12" NA 77W SCARIFIED 1" {� Exp 3 - 3 �c� o OVER 12" NA 77 SCARIFIED AND RECO WPACTED rO A MIN. \ "' AND RECOMPACTED TO A MIN. OIL 95X RELA 77 COMPACTION* \ y OF 95X RELA 77 COMPAC170N* Of CAON * (OV? AS DIRECTED BY SOILS ENGR) - N p.j19 MANCHESTER A VE. KEY MAP LTE and ASSOCIATES NO SCALE 3 INDICA TES PLAN/pROKTLE -WEFT NUMBER ■, STA. ,39 +00t to 44 +901- 4_ Engf s/Planners /Surveyors Z NO SCALE SW BARRY U" 38k 30 MO. cL W= (eM MnO W N BENCH MARK SCALE ENCIMTA8 FIRE PROTECTION DISTRICT N RA sT Y C HEC EBB BY A PPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. Z n co REVISIONS APPROVED DATE REFERENCES DATE RS T DESCRIPTION: BRASS DISK STAMPED T 131 1933 PREPARED UNDER SUPERVISION OF RECOMM W E AP VED PLANS FOR THE WIDENING OF v LOCATION: ROADS 21 0.55 MILES N OF INT. HORIZONTAL NONE APPROVED BY: DATE: BY: BY: MANCHESTER AVENUE SI-0021 _ W ESTERFlELD DR., TOP OF 24" SO HDM- UNDER R.C.E. N O: 41782 LLOY _ HOLT ALAN D. ARCHIBALD TYPICAL SECTIONS Z AT&SF RR. 725' S OF MP S0. 115 E OF E RAIL VERTICAL NONE DATE: E. ; DATE: DATE: - SHEET 2 OF 14 W B G 3 -31 -00 18189 21869 WORK PROJECT NO. CMS96F E LEVATION: 73.55 DATUM: USC&GS NA\D d EXP. RCE: R T2.DWG N: \SD0442\00 \CADD\ f 'A N " R/W RA"W B" RIW i R VARIES VARIES CANCREIF ANCHOR BLOCK PER MELD fLANGE 10 EXISII/VG ANID SID DIG NO D -2.4 �� � MORTAR D PROVIDE BOOM BE111EEN SEC B/KE/PED. ! AFTER MQDING ! LANE BIKE /PED. B /KE/pEO. may A 1' TYP i LANE PLUG ASANDOM70 Pff i r- VARIES LANE i 5, MITH GtiWCRETE A VARIES i 5' M/N 5' i NYCAN WSW i VAR /ES 3' 12' 12' 4' 12' 12" 3' 3• 12' ! 1 MIN 2' MIN ! EX. CML&C 8' WATER PIPE i 2.-1 MAX FILL 4' COPPER ELBOW —REMOVE 10'f EXIST. PIPE i TYP ! 1' M/N — � F� 1 MIN " TYPE SA *VUT SA *VUT 8 BERM j ¢ ' BERM £X. PVA�1T W1D7H VARIES 5" AC ON 15" CLASS /l BASE "A" 5" AC ON 15" CLASS # BASE OVER 12" NA 711E SCARIFIED N07E I B BERM AND RECOMPACTED TO A E M /N. OF 95% RELA 111E COMPACTION* R PIP I(.YAL ATTAQH S�If ANODE 7V PfR f'A°E PER dMIID Si°ECS` OF 95% RELA 171E COMPAC110N* * (OR AS DIRECTED BY SOILS ENGR) EX. 6" FLANGED AIECHANIICAL 2.• 1 MAX , M/ 12' OVERLAY BERM � PVT GA IF VAL If PER PLAN MANCHES TER A VE. AN�CUT (THICKNESS 6" TYPE VARIES) STA. 44 +90f to 51 +50f 4' CAPPER ELBO B' BERM EX. PVMT NO SCALE NEW 8" PVC PIPE 5" AC 15" CRASS // BASE 7' MADE PAVEMENT WIDTH VAR /ES NYLAN INSULATOR COMPANION FLANGE ON OVER 12" NA77VF SCARIFIED REINFORCING FABRIC .A" 160' AND RECOMPACTFD TO A MIN. RES 7 RA 90 J01AfTS Of 95% RELA 771E COMPAC7701V* * (OR AS DIRECTED BY SOILS ENGR) MANCHES TE R A VE. WA TERLINE CONNEC TION DETAIL NO SCALE STA. 4 +20f to 18 +05f NO SCALE RIW RIW VAR /ES X MIN B/KE/PED. LANE 2 ' 1')'P VAR /ES i 5' MlN .3 VARIES ' 5' 12' 12' 12' 12' 1 MIN i i i i i i i i i 2.-1 MAX ¢" TYPE i B BERM i 6" TYPE B' BERM 1' MIN �- EX. 6" 5" AC OW 15" CUSS /l BASE SAWCUT BERM OVER 12" NA 771£ SCARIFIED AND RECOMPACTED TO A MIN. OF 95% RELA 771E COMPACT7ON* do EX. PVMT WD TH VARI * (OR AS DIRECTED BY SOILS ENGR) MANCHES TER A VE. STA_ 18 +05f TO 22 +00f ' 1 r i 56" \ VAR /ES i BIKE /PED. " LANE LANE \ ' 5' VAI� /ES 5 , , 3' 12' 12' 12' ,.VAR /ES AL A.C. O -- �• '� CL 2 9' 2.• 1 MAX FILL .1 2. _ TYP --!. i Owl 1 M r�ERM 1 Ml SAWCUT S 6" TYPE G -1 TYPE CURB AND GUTTER EX. PVMT B' BERM t 5" AC ON 15" CLASS # BASE WD TH VARIES 5" AC ON 15" CLASS /l BASE 3 \.,\ W 417M OVFR�2" NAIVE SCAR /F1ED OVER 12 NA 171E SCAR /f7E0 � bp. �� AND RECOMPACIFO TO A MIN. AND RECOMPACIFD TO A MIN. 4 A A 95% RELA ACC D TO A 110 . OF 95% RELA 771E COMPACTION * CIV1�► OF (OR AS D/REC7FD BY SOILS ENGR) 49 § MANCHES TER A VE. KEY MAP w o STA. J9+19.24 to 44 +89.01 NO SCALE IND /CA 7FS PLAN/PROF/LE SHEET NUMBER Psk:X El 91 E r 0 N D E N 0 1 N E E 0 1 N G d NO SCALE 15090 AVEMIE OF SC<l3FICE, SU1TF 101 SAM DIEGO, CA. 92129 619.395.0500 TEL 619.395.0400 FAX WWWAOLTE.00" t CD REVISIONS - r'ROVED DATE r<EFERENCES DAiL BENCH MARK SCALE ENCINITAS FIRE PROTECTION DISTRICT � RST` Y ` " RST ' - RL6 L - APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N0. cov 6 -9 -918 PLANS PREPARED UNDER SUPERVISION OF RECOM A OVE PLANS FOR THE WIDENiNO OF cr .. - -- -_ DESCRIPTION BRASS DISK STAMPED 1 131 1933 W - aw rr�c snav �c�c - LOCATION: ROAD S 21 0.55 MILES N OF INT. HORIZONTAL NONE APPROVED BY: — DATE: 4-ZG 51 BY: MANCHESTER AVENUE W ' Z 42,567 1 1 AAD SNT � W/ CHESTERFIELD DR. TOP OF 24" SD HDWL UNDER - � '_OO -- -- - - - - -- - - -- /_� 41782 LL J. HOLT ALA D. RCHIBALD 'B ,-22-99 R.C.E. NO: 4 cc -4? 9 TYPICAL SECTIONS Z AT &SF RR 72.5' S OF MP 80, 8.5 E OF E RAIL VERTICAL NONE DATE: DATE. ___ -_— DATE. ELEVATION: 73.55 DATUM: CSC &GS NAVD 88 RCE: RCE: _ - A d RICHARD E. BE EXP: 3 -31 -00 18189 1 69 WORK PROJECT NO. CMS96F SHEE T 2 OF 15 W - T2 _DWG N: ASD0442 \CADD\ - - - ____ 11 1 __ 1- - 1 ____ I - I I - I ___ -_ I - � 0 - �N ONE 11 IME on SEEN EMEEMIMMI m IM — ii iii iii iiii i r -a a_•I!•I . .• iii • ii _i i__ iii _i_i iii ii iiii i___ iiii MEMEM Er r ME " _in i_i _ _i ;.. i _ !w ___>•�. _ �lii ii a� i ` \_ � i _i i_ i iii i��� _ •'___�__ m_mom "EON_ MEMO i .V : :3 ss siisi s i i W, _._� —• --- •-- -•—• -- s Sad � �• � i �.-� EMMUSIM I - � � � ��� � � W= mw . : ,: ' �!" i IWOMEM MESIM USI NEED. E.,. ► ME MEMEEMENG S EMMES s MEMMEMMOME s _ s s s ss s ss s R-:, = s H _ SEMMES SEMEMEE MEMM EM EM ate..- i ___i ia.� i i!••���_iia•_• s s_��! _ice... s �ia i_ • 1J\ s i•.. s 11111 111112 —.1 i i_sssii s s. s al._ +sl� •►'-• i._ ,•- i MEN Emmons E M E M M E M E M SO F �e - -R : =r° ::�___- 01 irl. .91 lossonsomp. 1. ..,.. i kWEEMPF NONE MEMO IN =REM on ri F2 Ing M. 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