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1992-3035 I (Plans) WORK TO BE DONE , ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD '1'raw or t11m amim SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, (LATEST EDITION), THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO I • HEREBY DECLARE THAT I AN THE ENGINEER tr vow !R'7R THIS 1 , THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUC- THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE TION, (ADOPTED BY THE SAN DIEGO REGIONAL STANDARDS PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND COMMITTEE), AND THE SAN DIEGO REGIONAL STANMdtD DRAW - PROFESSIONS CODE, AND THE DESIGN IS CONSISTENT WITH CURRENT INGS (LATEST EDITION). STANDARDS. I t»'[?ERSTAIf'tf f#" M CHECK OF PROJECT DRAWINGS AM T SPECIFICATIONS BY THE CITY OF ENCINITAS IS CONFINED TO A REVIEW - �-�• ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF KY �., _ ✓� IC�p Ka.+�� RESPONSIBILITIES FOR PROJECT OESIGN. ��_/ ✓v am"'e. A PAV[x — —•-- -- �-'�•- — - -- - - -- L E�/ G��t1E�"�i�G eurl►p .�E��P / �� S�rvER Ka �6 `S A — _— • - - - - -- OS l'.�I �iVa DEL ia .P SDU ry .4 ' 7t - ; . '! s sr H G o N.K" •C• -- �Gi�> �►Go -a¢ � _ 4 " � ,� � � '� M.a.+► ... �' � a1RB�6 ! I •R � �QIIC�) — -- — — - - -- 6.� — — --- -- .� =1po KANN 'WALL RY : DATE: . 8 - �" D �,� I � %; 4 ` 0-00, � .� 1 PA RL'L� 1117. s .�� RXF. �['1'�!: I .�� 01� � - .: � '� � _�f►• -.• �! t v, M.N. � N LOGAN ENGINEERING , 8 PY.C. SEVER c�Mi 1 -ntr ��LG - - - - -- S.�-- - - ---� 139 AV EL iuo REQ� "Al" 'w" Ca�11a o�. 1 I � N i �; • 4 E SE ry G R � A ENC /�t 920.24 1 �, + / \ ter. 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FURTHERaR7RE, I HAVE REVIEWED THESE GRADING PLANS sr,4r /oAml SK/ - /I)ll �--- AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND 1►u I S�. - CUT Z� t >6PEC.IFICATI "- " "`` - ---"- -' - - - -•�-- 11'TY MAC: r. P► 9?� F I LL S LO PE > - — L 7• v 00 SCALE TH. SAOS. 25 -D3 NOTE • - — — --- -- lNSTALLAT/O/V CF"PC.C. POZ16O CUmPS /GUTTER — _ `• -- — "` — FILL Z� 037 1�TE �� • • • 4 >tcE NO. EXP . D _ . !S RESPOA/S /B /L /T?'OFSUBDIV /DiE�P RAP TPtif 94-Arc? /S NOT A PALPT 0,= h'E- 1U/RED FOP TM 88 -038 - c R FESSIpy y ! � \EL B Ae��Fy� W 110. W37 # IXF. -30- * Bt tt '� E PP, I&W OWNER/ PERMiTTEE WALL PER JrPECS. IA06U &S SON i°L�R CAL• T,F'ANS DENet/ /S fIACJSI�I/ /iPTI� Of - AhF so 1011 - 47 "EEC' AV.$ 7��, OVVNM 11 '`nM: ovmE RTIFfCATE . SEC. "D -d j /730 GQEENTREE' SAD E Xis T Ae MIRK Rf 6�1'i OF • �! 811 �.IC ��� �� � 5ASOUP NUXULR5 � A tAUf RIA CORP F�,p T.P. M. �5 A. 42 024 L 6PGIUNO .. ffAS SEEN OR WILL 8E 1tE"T A TO SUPERVISE SOILS OVER EER OR EOLO <��> , -j Z 5 SOU�I U1GNWq l 101 G 51C. II6 TY AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE. i�G�E- CZ n' C5� (619) 792. K9I8 - VXTE: �. CRAVED WID1N CKAD�D Il N ` WATER NIPRIOVENENTS PER QL AtEMAIN Mwo TNomAS S. ALLE , PRESIDENT # cm I KLICT W. Yi'1.t1 �• �. SPECIFICATIONS AND OR STANDARD DRAWINGS ,� �- 8 LEGAL DES CR1PTi0P k V 1i - ` R Pl_Aw - SIaOULDER A .C. PVM I. A. (. PVM I. PECOE-4 - 11,14 Y �D T ►� ALL 1144 PO�iOM OF U I8 Or RA9CNO L45 ENC19 IBS QCC m 1 Np Twof e•r. v ac o MARLENE A. ALLEN VICE- pRESIDEFT aw -f ALGA / A.C. 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OUVENHAIN MUN aPAL WATER DISTRICT E1V WAS FRE PROTECTION D6TRiCT COMMUNITY DEVELOPMENT 5 D 4) POTABLE WATER WORKS APPROVAL. •• COu�/5TRlICr G A.C. 0SS N e �Rs.a s� Q 19-4rAL L '�� AP by: OYLE ENGINEERING CORPORATION A�ROVEa DATE: - APPROVED aATE: ?- 8 _� W c� AS 8 „ TYPICAL CROSS SECTION Cons><dtin E n g i n eer w � y 9 9m w BA Y WOOD - 001- t - Z �- Z Cr D VIS COURT "C "'S T R EET 5 4t o 00 S — �' R.C.E. ! 3 � DATE J08 NUMBER BY: � / �• � ® C&Vg /WrT�� -13 - Sr. ,e . � 10 _,d.�� z 0 REVISIONS APPROVED ATE REFERENCES DATE BENCH MARK SCALE ' APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N0. W Q 00 W eRL IWE NOME OC -0073 CNIh. 5 - ToP N DWL WIN SjErL PL S REPAIR UNDER SUPERVISION OF RECO ED AP ZE BAYWOOD VISTA WROVENIENT PLANS FOR: a s cT oNS o FN 5T - W C0� INT. i:l tAMIIJO pLL IlOafo . Z t d 3 �C• PP DATE . ! r BY: sY: AY 15 A ci. (40- 1 TA f t U. 23' IV ROD. 6444 !� � HORI Z ONTA L '- 30354 D 6Y 410 WALL (00' 6. G f AMIM OCL NOD T & t/L _ 39M Cfr.9NGC EN��.�c�•e ►o- N t ! VERTICAL R.C.E. NO.: GATE: DATE: , - /GT - Z- : 19. • .S.Q. ( 6.1. ENGI ER � >� its v EL1 4 mum U _ eocx�As E �.oc�N .. g, 1 8 . 2 EXP. 12- 31-97. WORK I�RO.l�Cfi �. 'CITY � QTAS: T� �. $$-�$ R'PL SHEET OF GRAQTN�3 TRIVAED TO. FINISH GRADE © oLIymnuL 11 IIOIIICIPAL 1Q►T�t DISTRICT BMW Z. MElIL1OtL ♦ . C UT, ELOPES SHALL HE COT AND 001rt TIlZ�SB THE TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES PAPA .. CzWERAL 1 • ALL P FOR PUBLIC WORKS CONSTRUCTION. THE DESIGN OF EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED 1. WATER WORKS SHALL BE CONSTRUCTED IN ACCORDANCE 13. ALL MATER SERVICES OR F IRRIGATION, MULTIPLE �` STANDARD SPECIFICATION AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY WITH THE DETAILS AND MATERIALS AS SPECIFIED IN RESIDENTIAL COMPLEXES AND COMMERCIAL OR CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR THE OLIVENHAIN MUNICIPAL• WATER DISTRICT STAND- INDUSTRIAL DEVELOPMENTS SHALL HAVE AN APPROVED OR ANY Y WORK IN THE STREET AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED ARD SPECIFICATIONS FOR THE CONSTRUCTION OF BACKFLOW PREVENTION DEVICE ON CUSTOMER'S SIDE 1' A PERMIT SHALL BE NR01I THE CITY EE E� flIGI RIGHT-OF-WAY. -i� THEREFROM SHALL HE APPROVED BY THE CITY ENGINEER PRIOR TO ANY S HALL, BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES VEERING DEPARTMENT F FOR REQUEST FOR INSPECTION. (HALL HE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. WATER MAINS AND FACILITIES, DATED DECEMBER 1987 OF WATER METER. WITH REVISIONS. CONTRACTOR SHALL HAVE A COPY OF THE STANDARD SPECIFICATIONS ON THE JOB SITE 14. THE WATER SYSTEM SHALL BE PRESSURE T ED EST IN 2• THE STRUCTURAL SECTION SHALL E IN ACCORDANCE WITH CITY t 20 TAE SOILS REPORT TITLED *WE 9ZOW PREPARED BY �. alyArf?if S. ALL TREES, BRUSH, GRASS AND OTHER OBJECTIONABLE MATERIAL SHALL A ALL TIMES. ACCORDANCE WITH THE PROCEDURES IN THE STANDARD CONSTRUCT STANDARDS. R VALUE TESTS TS SHALL BE REQUIRED PRIOR TO O i TC5 % DATED l - 14-44 SHALL BE CONSIDERED AS K OF THIS BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE SPECIFICATIONS. THE CLASS OF PIPE SHALL BE CONSTRUCTION. GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A 2.E SUBMISSION AND REVIEW OF ALL SUBMITTALS USED AS THE DESIGNATED WORKING PRESSURE FOR 3'• APPROVAL OF THESE IMPROVER RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. FEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL (SHOP DRAWINGS, SIX SETS) AS REQUIRED BY THE TESTING ALL PIPE, VALVES (CLOSED) AND APPURTE- PLATES AS SHORN DOES NOT COHSE'= - OF LOCATIOIK OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENCINEER STANDARD SPECIFICATIONS ARE TO BE ACCOMPLISHED HANCES. TOTE APPROVAL OF ANY CONSTRUCTION OUTSIDE THE PROJECT BOUND- S. APPROVAL OF THIS PLAIN DOES NOT CONSTITUTE APPROVAL OF �S ZES, AND CITY ENGINEER PRIOR TO THE DISPOSAL OF' ANY SUCH MATE'f PRIOR TO THE PRE - CONSTRUCTION MEETING WITH THE ARY. LOCATION AND TYPE OF, DRAINAGE FACILITIES, NOR OF INPROV ERTS WITHIN STREET RIGHT -OF -WAYS. SEPARATE APPROVALS AND PERMITS FOR DISTRICT'S INSPECTOR. 15. CONTRPIC'II3R TO TIE OFF ALL VALVE LOCATIONS AND # �• Y.AIfDSC71P2]�G PROVIDE WRITTEN DIMENSIONS TO INSPECTOR IMMEDI- ' UTILITIES WE AN T HE THESE SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. 3. No WORK MAY BEGIN OR PROCEED WITH DIRECTION OF STREET lt=G CONSTRUC - SHALL HE CONSTRUCTED, CONNECTED AND TESTED PRIOR TO CONSTRUC- ATELY UPON INSTALLATION OF VALVES. INED FIOR ANY OFF -SITE GRADING. 1. ALL SLOPES SHALL WE PLANTED AM IRRIGATED 21 ACCORDANCE WI'T'H DISTRICT'S INSPECTOR. INSPECTOR'S SCHEDULING TION OF BERM, CURB, CROSS GUTTER AND PAVING. 4. WRITTEN PERMISSION 51iAI'Z'BZ OBTA PLANS APPROVED BY THE CITY ENGINEER. PLANS SHALL CONFORM TO THE MUST BE 24 -48 HOURS IN ADVANCE OF WORK. 16. ALL DEFLECTIONS (HORIZONTAL AND VERTICAL) SHALL S SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH CITY OF ENCINITAS GRADING ORDINANCE AND ALL ADOPTED LANDSCAPE AND BE MADE BY USE OF JOINT COUPLINGS WITH 4 DE S• THE EXISTENCE AND LOCATION OF EXISTING U EAR C H OFD THE FACILITIES S. CONTRACTOR TAKE ANY NECESSARY PRECAUTIONS REQUIR03 ,TO IRRIGATION STANDARDS. 4 WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON, GREES MAXIMUM DEFLECTION PER COUPLING (2 DE RECORDS. THE BEST OF OUR KNOWLEDGE, THERE E ARE NO O - THE SHALL ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING THE WATER MAIN PROFILE, TOP OF PIPE PROFILE IS GREES PER UNIT). NO BENDING (CURVING) OF PIPE EXI STING FACI THESE PLANS. HOWEVER. L TIES EXCEPT AS SHOWN OTHER DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION 2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL 48 - INCHES BELOW CENTERLINE OF FINISH GRADE OF SHALL BE PERMITTED. EXI THE CONTRACTOR IS REQUIRED TO TAKE P MEASURES TO R EXISTING PRIOR TO GRADING. SLOPES PRIOR TO OCTOBER 1 OR IMMEDIATELY UPON COMPLETION OF ANY STREET. (LOPE. . G IN PROTECT ANY EXISTING FACILITY SHOWN HEREON AND ANY OTHER SHALL fE 'YlUI ' ANT OR BENCH S GRADED BETWEEN OCTOBER 1 AND APRIL 15 WHICH IS NOT OF RECORD OR NOT SHOWN ON THESE PLANS. `. THE D 5. INSTALL A MINIMUM 1 -INCH RATER SERVICE TO EACH 17 BACTERIOLOGIC TESTIN SHALL BE ACCORDANCE WITH THE STANDARD SPECIFICATIONS MARK WHICH IS DISTURBED OR DESTROYED SHALL BE AE'-ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR At LICENSED LAND �` ' LOT. METER TO HE LOCATED 5 -FEET FROM A SIDE EXCEPT AS FOLLOWS: LOT LINE. A 3/4 INCH HIGH LETTER "W" SHALL BE 6. LOCATION AND ELEVATION OF IMPROVEPMT TO SE MET BY NO TO SURVEYOR. 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT CHISELED IN TOP OF EXISTING CURB OR IMPRINTED BE DONE SHALL BE PRIOR TO (A) PERFORM BACTERIOLOGIC QUALITY TESTING AFTER CONFIRMED BY FIELD MEASUREMENTS AT G/Q 792-3258 IN NEW CURB AT ALL WATER SERVICE CROSSINGS. DISINFECTION, FINAL FLUSHING AND REFILLING OF CONSTRUCTION OF NEW WORK. CONTRACTOR WILL MAKE EXPLORATORY 7. THE CONTRACTOR SHALL DESIGN, AND MATwr rN ALL SAFETY THE PIPELINE. COLLECT TWO CONSECUTIVE SETS OF EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES SUFFI- DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING EQUIPMENT AND • idORRERS FOR EMERGENCY WORN SHALL HE MADE 6 CIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS 2. TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS . MANUAL AIR RELEASE SHALL BE INSTALLED AT ALL ACCEPTABLE IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF SAMPLES TAKEN AT LEAST 24 HOURS AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY HIGH POINTS AND BLOW -OFFS AT ALL LOW POINTS IN APART FROM THE PIPELINE. TAKE SAMPLES FROM THE EXISTING FACILITIES. AND REGULATIONS. MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO THE WATER MAIN PROFILE. FIRE HYDRANTS MAY BE PIPELINE AT 1,500 -FOOT INTERVALS AND FROM EACH OPERATING WITHIN ONE -HALF (1/2) MILE OF FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS USED IN LIEU OF A MANUAL AIR RELEASE OF BLOW- END. REPEAT THE PROCESS 24 HOURS LATER %AT THE 7. THE CONTRACTOR SHALL NOTIFY SAN DIEGO G" im ZLWTRrc Co111 PA- 8. GRADING AND EQUIPMENT A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE EMINENT. OFF WHEN LOCATED AT OR NEAR HIGH OR LOW POINTS. SAME SAMPLE POINTS. THE SAMPLE POINT SPACING MY • MAY BE ADJUSTED IN THE FIELD BY THE DISTRICT'S PRIOR TO STARTING WORN NEAR COMPANY FACILITIES AND SHALL HOURS OF 5.30 P.M. AND 7:30_1•:M. NOR ON SATURDAYS, SUNDAYS AND CITY 3. DEVICES SHORN ON PAS SHALL NOT BE MOVED OR MODIFIED WITH OUT 7. UNLESS OTHERWISE NOTED, CONNECTIONS TO EXISTING REPRESENTATIVE. COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. RECOGNIZED HOLIDAYS. THE APPROVAL OF THE ENGINEERING INSPECTOR. MAINS SHALL BE MADE DRY. THE TIME AND DURATION ]NICE; ALL ELE CTRICAL AND GAS SERVICES WITHIN THIS PROJECT g yL t1AT? L A pREGRADING OF ANY SHUTDOWNS OF EXISTING MAINS SHALL BE (B) DELIVER SAMPLES TO A CERTIFIED LABORATORY ARE "UNDERGROUND INSTALLATIONS ". FOR LOCATION OF 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO SUBJECT TO APPROVAL BY THE DISTRICT. DISTRICT WITHIN THREE HOURS AFTER COLLECTING AND HAVE A �• NO GRADING pp + ELECTRICAL CABLES AND GAS PIPING AND APPURTENANCES, MEETING HAS HEEN'HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH OR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR SHALL BE NOTIFIED TWO WEEKS MINIMUM IN ADVANCE BACTERIOLOGIC QUALITY TEST PERFORMED. TEST FOR CONTACT THE SAN DIEGO GAS AND ELEC^'4IC COMPANY. CITY INSPECT RUN -OFF PRODUCING RAINFALL. OF ANY SHUTDOWN. COLIFORM ORGANISMS AND PERFORM A HETEROPHIC TELEPHONE: 232 -4252 AND PERMITTEE. OR THE PR E MEETING SHALL BE SCHEDULED WITH THE PLATE COUNT FOR EACH SAMPLE TAKEN. COORDINATE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (619) 633 -2770. „r THE CONTRACTOR SHALL, BALL ADDITIONAL EROSION CONTROL 8. CONTRACTOR SHALL COORDINATE WIT1# DISTRICT ALL THE COLLECTION OF THE SAMPLES WITH THE LA - 8. THE � �� �� PACIFIC SELL ��� pR�g TO MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED ARRANGEMENTS FOR HIGH- LINING TEMPORARY SERV- TORY'S HOURS OF OPERATION AND ALLOW ADEQUATE 10. PRIOR TO II<A10LIM DIRT 02 ON MATERIALS TO ANY GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. ICES, ETC., PRIOR TO SHUTDOWNS. NO SHUTDOWNS TIME FOR THE TEST RESULTS. STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL WILL BE SCHEDULED ON A FRIDAY. SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY (C) ALL SAMPLES MUST SHOW THE ABSENCE OF COLIFOR14 DICE. ALL TELEPHONE SERVICES WITHIN THIS PROJIVT WUN13AIRT PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED 9 LINE VALVES, WHERE REQUIRED - AT STREET INTERSEC- ORGANISMS AND ALL HETEROPHIC PLATE COUNTS MUST ARE "UNDERGROUND INSTALLATIONS". FOR LOCATION OF CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH WATERS CREATE A HAZARDOUS CONDITION. TIONS SHALL 13E LOCATED ON THE PROLONGATION OF BE LESS THAN 500 COLONIE FORMING UNIT/ML. CABLES AND APPURTENANCES, CONTACT THE PACIFIC BELL REGARDS TO THE HAULING OPERATION. THE STREET RIGHT -OF -WAY WHENEVER POSSIBLE. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING 18. IN NON - TRAFFIC AND LANDSCAPE AREAS, REINFORCED TELEPHONE COMPANY. 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT PLAN SHALL BE INCORPORATED HEREON. 10. FIRE HYDRANTS, AS APPROVED BY THE APPROPRIATE FIBERGLASS COVERS SHALL BE USED IN LIEU OF TELEPHONE: 293 -0595 PRIOR TO FINAL GRADING AND /OR FINAL RELEASE OF SECURITY, FIRE DISTRICT, ARE TO BE INSTALLED AT LOCATIONS CONCRETE COVERS FOR METER BOXES ON METERS 9. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CONTACT AN AS- GRADED CERTIFICATION SHALL HE PROVIDED STATING: "THE GRADING S. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM SPECIFIED BY THE FIRE DISTRICT. LARGER THAN 1 -1/2 THE METER BOX ITSELF SHALL THE UTILITY AGENCIES, ADVISE THEM OF THE PROPOSED IMPROVE - UNDER PERMIT NO 3035 HAS BEEN PERFORMED IN SUBSTANTIAL THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. BE MADE OF CONCRETE IN ACCORDANCE WITH THE MENTS, AND BEAR THE COST OF RELOCATIONS, IF NEEDED. CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE 1 CONTRACTOR SHALL REVIEW ALL PROPOSED TRENCH STANDARD SPECIFICATIONS. FIBERGLASS COVERS ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY THE 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT* WORK WITH TER CAL OSHA. A COPY OF EXEMPTION LETTER SHALL BE MANUFACTURED BY CDR SYSTEMS CORPORA- 10. ALL TELEVISION SERVICES WITHIN THIS PROJECT ARE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY OR TRENCHING PERMIT, IF REQUIRED, SHALL BE TION OR DISTRICT APPROVED EQUAL. INSTALLATIONS ". FOR LOCATION OF CABLES AND APPURTENANCES, OPERATION. FORECAST EXCEEDS FORTY PERCENT (401). SILT AND OTHER DEBRIS SHALL SUBMITTED TO THE DISTRICT PRIOR TO CONSTRUC- CONTACT APPROPRIATE COMPANY. BE REMOVED AFTER EACH TION. s. NOTIFICATTO�A8 10. SHOULD GERMINATION OF HYDROSEEM SLOPES FAIL TO PROVIDE 12. ALL EXISTING FACILITIES WHICH MAY AFFECT FINAL 11. POWER SOURCES AND RUNS SERVING W L ALL SR BE SHO ON THE " 1. THE EXISTENCE Alm LOCATION OF I UTILITY PIPES AND EFFECTIVE COVERAGE OF GRADED SLOPES (901 COVERAGE) PRIOR TO DESIGN, I.E., LINE CROSSINGS, LINE PARALLELING, WITHIN IMPROVEMENT DRAWINGS. ALL SOURC ES SHALL B BE E STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH PUNCHED STRAW OR PROPOSED CONNECTIONS SHALL BE FIELD VERI- LOCATED WTHIN THE DEDICATED RIGHT -OF -NAY, OR WITHIN EASE- ; MENTS DEDICATED TO THE CITY OF ENCINITAS. AVAILABLE: RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND FIED. ALL EXISTING OR PROPOSED UTILITY CROSS- EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: SEDIMENT CONTROL HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT OF INGS, OR UTILITIES WITHIN 10 -FEET OF PROPOSED 12. NO PAVING SHALL, BE DONE U TIL EXISTING POWER POLES ARE RELO • CONSERVATION. WATER MAINS, SHALL BE SHOWN ON IMPROVEMENT GATED OUTSIDE THE AREAS TO BE PAVED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PLANS. _ PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK 13. PRIVATE ROAD IMPROVEMENT SHOWN HEREON ARE POR I11!' TION SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE 12• TRENCH WIDTH 12' 5'OC MAX ONLY. CITY OFFICIAL'S SIGNATURE HEREON DOES NOT CONSTITUTE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES •PRIOR TO ANY 6 6• APPROVAL OR RESPONSIBILITY OF ANY KIND FOR THE DESIGN OR EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND CONSTRUCTION OF THE PRIVATE IMPROVEMENTS. NECREATIONAL NOTIFICATION OF COMMENCEMENT OF WORK. . TRAIL NOTES ': 1 6AFfl.c 1 A. SEWERS - C•fRD 1. BRUSH, ROCKS, DEBRIS AND OTHER OB SHALL BE R 2 TBOARD :DMOVED 14. ALL LUMINARIES SHALL PROVIDE _rROE 90 CUTOFF, MM ALLOY WO FROM TRAIL TRAIL SURFACE SHALL BE NATIVE SOIL OR DECOMPOSED ESCAPE OF LIGHT ABOVE THE HORIZONTAL. H. GAS i ELECTRIC - 800/422 -4133 GRANITE AS APPROVED BY THE CITY INSPECTOR. ° � j 15. THE CONTRACTOR SHALL REQUEST FROM THE CITY 1tNGINEER'S OFFICE � ND 2. NAXiMUM CUT SLOPE IS 2:1. MINIMUM FILL SLOPE IS 2:1. �.o e�.�o I A PRE- CONSTRUCTION MEETING AND SHALL PROVIDE AT LEAST 48 O C. WATER - dN ;� •. 2 �, HOURS OF NOTICE FOR SUCH A MEETING. N D. TELEPHONE - 800/422 -4133 - PACIFIC BELL. 3. VERTICAL GRADE OF TRAIL SHALL NOT EXCEED 20I. e 1 1 NAtt 3 I � 16. THE CONTRACTOR SHALL MARK THE LOCATION OF EEACH SEWER LATERAL L 2 y E. CABLE TV - Q4NI£L$ #. CROSS SECTION OF TRAIL SHALL HE NOT LESS THAN 1% OR GREATER � � •• 4 SLOT � 1 � FESSIp� 4. AND WATER SERVICE BY CHISELING THE LETTERS "S" AND "W" RE- � • THAN 5�. �� •� �` I QR► i SPECTIVELY, 2 INCHES HIGH INTO THE FACE OF THE CURB. V • 4 �q ��CE e�, ? W ! 17. THE ADDRESS OF EACH LOT SHALL BE PAINTED ON THE CURS Ill • � 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 MOO S 54 VERTICAL CLEARANCE OF 121? SHALL BE MAINTAINED AT ALL POINTS. � � ^ � �• y S MANNER AND LOCATION APPROVED BY THE INSPECTOR. LL._ PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE: 619/633 -2770 _ I C V(3 o �o Q 6. PROVIDE WATER BARS ON TRAILS -WITH GRADES OF 71 OR GR.:ATER. 3. THE CONTRACTOR SHALL GIVE 24 HOURS' NOTICE ON CALLS FOR THE MINIMUM SPACING SHALL BE ONE WATER BAR FOR EVERY 5' RISE. CIV SEE "WATER BAR DETAIL" ON SHEET 2 . - : . ' Z - �j IL! INSPECTION. PHONE: 619/633 -2770. ALL WORK PERFORMED WITHOUT =_ �lE OF GA��� DETAIL: V BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. 7. TRAIL MARKER: CARSONITE CIB -380 BROWN 66 TO BE INSTALLED _ I o PER MANUFACTURER'S SPECIFICATIONS. - _ AVAILABLE FROM: CARSONITE O C. aiIUtD2Nt1 A � TRENCPi � 1301 HOT SPRINGS ROAD CUT -OFF 1. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS CARSON CITY, NEVADA 89706 WALL LAY BLOCKS TIGHT TO AS - , 8a 14 T ENGINEER OR UNDER HIS DIRECTION. HE SHALL. INSPECT AND TEST THE 1 800 - 648 - 7974 KEYED DOWNHILL SIDE OF S` 8�s 7 CUT :! FILL W UJ W EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND Ir TRE" INTO WALL SLOT 6R4DE0 W /OTN ♦-- TRENCH Z i1D Z � COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED MIN WIDTH uIN BOTTOM V �j•�jY� 1W�P /E5 (.X 5 = /O� AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON ``^^ COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT INSPECTIONS TRENCH SECTION TRENCH ELEVATION L,4w E. G'aLE OPINION S ALL EMBANKMENTS O AND D EXCAVATI EXCAVATIONS CO THAT IN NSTRUCT D H IN 0 PLACE 1 WA BAR FOR EVERY 5' RISE C , , % /oo TTF.R � � ACCORDANCE WITH THE APPROVED GRADING PLANS AND THAT ALL EMBANKMENTS N NOTM �o. OR CANC'. CUR�C 8 Mlle CCA TRFATfL► NoText NoText NoText NoText NoText NoText NoText NoText