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1999 - El Camino Real at San Ramon
BENCHMARK INFORMATION BENCHMARK FOR THIS PROJECT IS FLOOD INSURANCE RATE MAP REFERENCE MARK 18 (RM18) »- A U.S. COAST AND GEODETIC SURVEY - DISK STAMPED F 1095 1968 LOCATED LOVER STATE HIGHWAY 41 LEGEND SOUTHERN PACIFIC RAILROAD FROM OVERPASS AT ATASCADERO, 1.7 MILES SOUTHWEST OF TEMPELTON, IN TOP OF AND 1.1 FEET EAST OF WEST END OF SOUTH CONCRETE ABUTMENT OF BRIDGE TRACT BOUNDARY 223.38 OVER GRAVES CREEK, 7.7 FEET WEST OF WEST RAIL, APPROXIMATELY -•--- •- ----- THAN TRACK. NGVD ELEVATIQN = 784.72 PROPERTY LINE 1 FOOT LOWER RIGHT-OF--WAY CURB BACK OF CURB GUTTER SIDEWALK EASEMENT - ._ . . _. . .. ...... _.... ...... ._.. EXISTING SHEET INDEX RETAINING WALL 2:1 SLOPE C2.01 TITLE SHEET / EXISTING CONTOURS _. C2.02 STANDARD NOTES rt ... w FINISHED GRADE CONTOURS 02.03 EL CAMINO REAL _ SURFACE70 y. r.., WATER MAIN 8" w--•---- C2.04 EL CAMINO REAL -- UNDERGROUND / ` ! r SANITARY SEWER 8p S — / t3 / r C2.05 DETAILS ,� ... .. ... STORM DRAIN / r EXIST. WATER LINE : .,. r EXIST SAN SEWER r E STORM .Ywr r EXIST. T RM DRAIN 4 A 0 'R' -- - - - - - --___ EXIST. GAS Y f r `""'-.--.._.•_ n r� GAS M AI N , t EXMANHOLE f r S.S. aL S S MANHOLE � --~ . S.S. LATERAL i,..3, ,. r WATER SERVICE w .WATER VALVE r FIRE HYDRANT EX. FIRE HYDRANT ,_.. STREET LIGHT GAS LATERAL NAME DEPO T Sl TE UTILITY TRENCH -..��-� . _ _� P=pIroTV _ UTILITY SERVICE s PG&E BOX . EXISTING PG&E BOX PG&E ELECTROLIER a PAC BELL PEDESTAL x PROJECT MAP SSMH TO SCALE 1"= 50 SDMH � - PASO CLEANOUT ROBLES Q TOP OF CURB T.C. 2 101 TOP OF WALL T.W. TOP OF GRATE T.G. TOP OF FOOTING T.F. rn GRADE BREAK G.B. PUBLIC UTILITY EASEMENT P.U.E. co �'•�` SITE FLOW LINE FL I INVERT INV. 0) ` - ...,, FG FINISHED GRADE FINISHED SURFACE FS I �N k _ qs r , cn C7 ANTA r.Pi 17 0 q O ` d 3160 4 �. p• 02 ��h�: � r a � UTILITY COMPANY A OV /—\L � cr_ o CId1�- ©'A cP�� QF CPL\F�@► . I/jqL0C> w 0V) i ATASCADERO MUTUAL WATER CO. DATE J R E V I S I U N CAMINO /�N BY DATE RIPTI NEL REAL EXTENSION Q 101 ATASCADERO -�" z y `1 o DESCRIPTION .-- - on PACIFIC GAS & ELECTRIC Co. DATE �Q!FES�Stp TO A5550C� � ATES oQ �. TITLESHEET / SAN LUIS k, S �j,h ►� oBlsPo - ��4 ,�+ �• 1'Cy ... ' w E N G I N E E R SLO �v'l►" �z� :4 0 PACIFIC BELL DATE P L A N N E R s ¢ Ca 29743 F; &fY OF ATASCADERO, CA CY) VICINITY MAPla0w , p.3(31103 �, Sf� RYEYORS 07 N.T.S. �, ACCEPTED BY: 09/09L9 9 U364 Pacific Street C'IM SOUTHERN CALIFORNIA GAS COMPANY DATE j San Luis Obispo, CA 93401to)F L+�lt�C J N R. FAL NSTiEN R.C.E. 33760 EXP. 6-30--02- GATE o (805) 544-74072 -42 (;ESIGNED BY: DRAWN BY: CHECKED 8Y: JOB NUMBED' SCALE: SHEET: LRB LRB SJS 990533.03 AS SHOWN 02.01 FAL ON CABLE TV DATE lMPRC:)v = MENT PLANS L.. L OAMIN (D R Al ITY OF ATASCADERO CALIFO�HNIA AIL STEVEN J. SYLV ER, R' 29743, CITY ENGINEER DATE A'/'ILENAME :HD--2.01/SHT x --------------------------------- —-- --------- -___.e.^.. ----------- _............. _..m.r _ _ . ---------- _,.P.... __.. . _. .. ------ . .......w.. . .M,. ,��".,���.��,��-,�,,�-�.�","-.-.�'-��.,-l--'___.___'.�..�...�,,",',-L_-_.,_- __ ,.,-��-,, �:�,� .�_,_,�-_-, ". ..,��,, ���.. _. ,,.", -,,�_ .�� ��"..�,,,�,�_�.......,-,- .. I �,,_.%.,.,,,� .11, I � __ � . I .1. I I I., _ � 11 1, I . - I I . �. I . .I I. I I I I I � � I - , 11 . -11 I , I. I'� , -1-1,', � - , _ �,�,_!"�,:.��a-_=_;,,a_�,._��,��-�� - I—— .I I-� - �I__� I�- � -1 .I-- .1 I 1.-._ . - � - 11 .� 1-1� ., I "I.,I�I 1.111. . - �.� ''I � lI 1-11.111-11�_ - . I .I---��-1- . �- I I I . I I -. I I II 11 I I I . ,, .1 I�. I�I 11 - --.111- ___�_ -1 I-1 I �, -�, -I '..� � I � I I I. �,,�,.1,. �111�-�I I—,-1 I'll. � -.. ,,,, _ � .".I� -I I -1 I� . -1 I'� 1.-1".., � - I. -I ���_.11_��I,,"� �,�-_.�,��_.._�"-.1`-��,�-_� ",t, ,� � � . , � I . 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I I ,,� I � . I I I � I 11 I I I � 11 .I I I . . . . e . I I I I . I I I � . . � � I I I I I I �11 I I I . I �.1 I I �I .I I I - . � I � I I ----------- I . I I � . . I I I . I � 1,I I I I- I.A��.o, � "I 1 I� � � I � I I . I I I I I � I I! � � I I I 1� I I I � I � I . I � I I . I I . I I I I I I I � I I . � � I . I � . � . . I � I I I ( � I � I I I � . � � I I I. . I I I . I I . . I 1. � , .� I I . . I I I �. I I .� . I I I � .I 11 11 . � I 1� I 11�1,,�I I,I,I,,I , I . . � - . I I I � . I I I I . I . I I I � . I I I I . I 610% . I . . . I I . I I I I � . I . I I . I I I I I I - . , . I . .1 I I I 1. I I I - I . I . I I � � 11 ,� I . I I � , . 1''. . I STANQARD QRADtNQ N 0TES * , I . IMPROVEMENT PLANt) . . � . . I � . 11 .. . 1� _: . I I I 1- 1 � . 1 � I . I . . I I I I � ' 'I 1 , I � 11 . I., I . � I . I . : I � I ' ' .. ' ' I I I I 11 11 . �1'1 '� �l � , I . I I , . I I . . I ' ' . . I I I I . � . I I I I I . � I . 1� . � I I I I I . I I 11. GENERAL PIPELINE CONDITIONS . _ . 1. GRADING I . 1. CONSTRUCTION NOTES I . I . I 11 I .1 � � I � I I . I : ' I I �I 1. ALL WORK SHALL, CONFORM 'TO THE LATEST ADOPTED EDITION OF THE U-Blo.. I A. NO CONSTRUCTION SHALL BE STARTED WITHOUT PLANS AND/OR PERMITS APPROVED I A. THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES K. LOCATIONS AND ELEVATIONS OF EXISTING WATER LINES I � � I 11 I ' ll I . .1 ; I I 1- I � . . , . I ., , I I � CITY ENGINEERING DEPARTMENT AND ROXIMATE. WERE � I . I I I I I I : - I I I THE.LATEST REVISION OF, THE CITY OF ATASCADER0 STANDARDS'AND SPECIFICATIONS, BY THE CITY ENGINEERING DEPARTMENT. THE TO MARK LOCATIONS AND SHALL POTHOLE ALL UTILITY I I . .. , I 11 ; I � . 1� �, I I I I I I I I I .1 THESEPLANS, TIONS ANDIREQUIREMENTS OF THE SUPERVISING SOILS SHALL BE NOTIFIED AT LEAST 24 HOURS PRIOR TO STARTING CONSTRUCTION. CROSSINGS, PRIOR TO STAKING AND PRIOR TO ANY NG LINES ARE TO BE MADE, AS I . . I I I ''. I 1.,.�,� I . ENGINEER AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE. SOILS REPORT . ANY CONSTRUC11ON DONE WITHOUT APPROVED PLANS OR PRIOR NOTIFICATION To SHOWN ON THE PLANS, CONTRACTOR SHALL EXPOSE THE I I ''I . I I I '' I I ' 'I I I 11 . � I I I 1 . PREPARED BY GEOTECHNICAL PROFESSIONALS 'INC., DATED SEPTEMBER 9, 1999., � � I PIPELINE EXCAVATIONS TO ALLOW GRADE REVISIONS IF I I ., I .1 1� ,� I I I I I I ' ' I � I I I THE C17YS ENGINEERING DEPARTMENT WILL BE REJECTED AND WILL BE AT THE . EXISTING LINE AND NOTIFY THE ENGINEER OF LOCATIONO I I I � . � . I I , , . . I I . - I I I . I �. I . 1 2. " AN EFFORT HAS BEEN MADE TO DEFINE I, THE LocAm I ON OF UNDERGROUND I . CONTRACTOR'S AND/OR OWNER'S RISK AND EXPENSE. LOCATIONS. . . El EVATION AND TYPE OF PIPE AND/OR FITTINGS PRIOR . It . I I , , . . , , . ��._ �� � � I � - 11 11 11 I FACILITIES. HOWEVER ALL EXISTING UTILITY AND OTHER. I I I � B. CITY ENGINEER OR REPRESENTATIVE SHALL REVIEW ALL TO ANY CONSTRUCTION. R/W . .. I I I R)v . '' , I , I, I "I , I , . I I . I I I I I . I I I 'nOt I -- � . 1, 11 , I . I UNDERGROUND STRUChAES MAY NOT BE SHOWN ON THIS PLAN AND THEIR LOCA 4 B. ALL CONSTRUCTION WORK SHALL CONFORM TO THE CITY OF ATASCADERO, STANDARDS CUT SHEETS TO CHECK GRADES PRIOR TO TRENCHING. I � I . I � I . I , ,, � . I I I- 6' W VARIES I � I I , I - � . 11 . . . ,i �, � -P.0 I P U.E. i . , I WHERE SHOWN IS APPROXIMATE. . CONSTRUCTION CONTRACTOR SHALL ASSUME SOLE AND AND SPECIFICATIONS AND ALL WORK SHALL BE SUBJECT TO THE APPROVAL OF THE C. THE CONTRACTOR SHALL CONTACT THE FOLLOWING UTILITY L. PRESSURE TESTING OF THE SYSTEM SHALL BE DONE WHEN 101"I _L fi: I I I COMPLETE RESPONSIBILITY FOR LOCATING OR 'HAVING LOCATED ALL 'UNDERGROUND CITY ENGINEERING DEPARTMENT. WATER FACILITY IMPROVEMENTS SHALL CONFORM TO SERVICES AND RELATED FITTINGS ARE INSTALLED I .E. I I I I * I - I 11 I � . . 1 I I I I . 8 HOURS BEFORE BEGINNING I - 29' N., -6 10 -m. " 29 . . I I .. I . I � I 11 UTILITIES,AND ,RELATED FACILITIES AND FOR PROTECTING SAME DURING THE COURSE � . ATASCADERO MUTUAL WATER GO STANDARDS AND SHALL BE SUBJECT TO APPROVAL . v 0 0 . I P . � I I I. I 1. . I I .�,I I I I . .1 OF CONSTRUCTION. CONTACT UNDERGROUND SERVICE ALERTIU.S.A.) OF SO. CALIF. BY AMWC. NO1IFYAMWC A MINIMUM OF 2 WORKING DAYS IN ADVANCE OF EACH VTI VERIFY WHETHER ORNOT A GRADE. NO PERMANENT CONNECTIONS TO EXISTING 1 5 - - 12 - - � -12. ..........111.11 5' - - 5' - 12 - 12s - - 5* 116 - I I � I . I I I --a - - - - - " - .0 aw w -1 I � : I 1.� I �3001642-2444JWO WORKING DAYS PRIOR TO THE START OF CONSTRUCTION FOR . STAGE OF CONSTRUCTION TO ALLOW FOR INSPECTION. REPRESENTATIVE OF EA WI WATERLINES SHALL BE MADE UN11L ALL PRESSURE I LBli% TRAFFIC LANE - - TRAFFIC LARE TRAFFIC LANE - - TRAFFICLANE - -8 I I 1, 1, � I SSISTANCE.FROM THE RESPECTIVE UTILITIES. ALL UTILITIES NOT A MEMBER OF I L% M I I , I � .1 I ll� ''I I I . . . 'U.S.A. MUST ALSO BE NOTIFIED.' . TESTING AND BACTERIA TESTING IS COMPLETE. I I I i I . I� � .1.I . 1 . . � I . I � I I C. SOILS TESTS SHALL BE DONE IN ACCORDANCE WITH CITY OF ATASCADERO UNDERGROUND SERVICE ALERT (USA) 800-642-2444 1 1 1 1 . 11 I z .1 1 3. ALL AREAS TO RECEIVE FILL SHALL BE CLEARED OF ALL BRUSH,AND OTHER STANDARDS AND SPECIFICATIONS. ALL TESTS MUST BE DONE WITHIN 15 DAYS PACIFIC TELEPHONE CO. - MEMBER USA OR 805-543-7868 M. THE ATASCADERO MUTUAL WATER COMPANY IS TO BE 01w I ..� � . . 1 .- 11 I . 11w I Ov , I , , I . I . . � I I I ---------_ .. 11 - -4.0-4--- 1 . 11 # � "I I—- -1_111 I I 11 , ,_ . I I -- 6EBP ,ISTING ASPHALT PAVEMENT, SCARIFIED TO A TESTING RESULTS SHALL CLEARLY INDICATE THE LOCATION I I ". . _.. , . . �,;=�:= - -- I I � I I � I OBJECTIONABLE 0S, INCLUDING EX PRIOR TO PLACING MATERIAL. SOUTHERN CALIF. GAS CO.- MEMBER USA OR 805-964-7821 NOTIFIED OF ALL WORK INVOLVING SHUTTING OFF WATER `��,". I --.--4_4-&-_-- . - _- , I I , ___ -1 -iw,1=3a.r�_ -- � �;.....- ' ' '."tt�� . . . . � � . . I DEPTH- REQUIRED BY THE SOIL ENGINEER, AND WATERED AND COMPACTED AS REQUIRED . 1� . ,;v !!�4VL , . I AND SOURCE OF MATERIAL. AT ANY TIME FOR ANY REASON. PLANNED SHUTOFFS REQUIRE In'!". tW�41�� . 1.��,, 11 �� I I I .1 I I .1 I I I BY THE SUPERVISING SOILS ENGINEER PRIOR TO PLACING OF FILL MATERIAL . PACIFIC GAS & ELEC, CO.- MEMBER USA OR 805-434-4429 A MINIMUM 2 WORKING DAYS NOTICE TO AMWC, LINES SHALL � � I I , I I .1 . I . - I FALCON CABLE TELEVISION (USA) 800-642-2444 CURB ONLY I . I I I �1 4. FILL MATERIAL SHALL BE PLACED AS, SPECIFIED'IN THE SOILS REPORT. IN NO . D. COMPACTION TESTS SHALL BE DONE ON SUBGRADE, MATERIAL AND MATERIAL PLACED . -461-5035 BACK-FLOW CURB & GUTTER CURB & GUTTER I . .. I . 11, 11 I I"I I . � I I -CASE, SHALL LAYERS EXCEED, 8" IN COMPACTED THICKNESS. IT SHALL BE PLACED AT As SPECIFIED BY THE CITY ENGINEERING DEPARTMENT. SAID TESTS SHALL BE CITY OF ATASCADERO 805 CONDITIONS WHICH COULD CAUSE BACTERIA AND DIRT TO PER ATASCADERO I I I I . � � CITY SID. 418 CITY STD. 418 CITY STD. 418 . I I . 1.� THICKNESS,AND COMPACTED AT OPTIMUM MOISTURE CONTENT BY'AN APPROVED METHOD. COMPLETED BY A CERTIFIED SOILS ENGINEER AND APPROVED BY THE CITY 805-466-2428 ENTER LINES. THE ATASCADERO MUTUAL WATER COMPANY 03.5" A.C. PAVING MIN. OVER I I I I . I I I � I I I I ALL FILL TOBE COMPACTED TO A MINIMUM OF 9OX MAXIMUM DENSITY AS DETERMINED ENGINEERING DEPARTMENT PRIOR TO THE PLACING OF THE NEXT MATERIAL. D. PIPELINES SHALL BE INSTALLED AFTER THE ROADWAYS AND SHALL OPERATE ALL VALVES IN THE ACCEPTED SYSTEM. :7* CLASS 11 I . I - I I ;� BY ASTM .D ,1557-65T (MODIFIED TO 3 LAYERS). . � I GHT TO SUBGRADE. 12* COMPACTED SUBGRADE (95%) . I . I I I � . I . � I I I I I E. SUBGRADE MATERIAL SHALL BE COMPACTED TO A RELATIVE COMPACTION OF 95X IN N. BEFORE ANY PRESSURE TESTING IS DONE FOR - . ,�. "I . ll I 1 5. THE CUT AREAS OF BUILDING PADS NTH TRAVERSING CUT/FILL -DAYLIGHT LINES THE ROADWAY PRISM BETWEEN FINISHED SUBGRADE ELEVATION AND ONE FOOT E. ALL BACKFLOW PREVENTERS WILL BE TESTED PRIOR TO . *STRUCTURAL SECTION SHALL BE DETERMINED I . � I . 11 - I I I I . 11 I I IMLL, BE OVEREXCAVA7ED AS ,REQUIRED BY THE SOILS ENGINEER AND THE BACKFILL BELOW. ALL MATERIAL IN FILL SECTIONS BELOW THE ZONE MENTIONED ABOVE ANY CERTIFICATE OF OCCUPANCY. TESTS WILL BE DONE INSPECTION, THE SYSTEM MUST BE COMPLETED PER BY "R" VALUE OF SOIL AT SUBGRADE AND T.I.=7.5 I I . I . .. .I 11. 11 I I I ,BROUGHT TO, GRAIDE 'AT THE SAME TIME AS THE, FILL. THIS PROCEDURE SHALL APPLY I ATASCADERO MUTUAL WATER COMPANY STANDARDS; ALL I - I I � I I . . '' I I I lll� I I UNDERNEATH t THE BUILDING AREA AND A MINIMUM DISTANCE OF 5 FEET BEYOND THEIR SHALL BE COMPACTED TO 9OX RELATIVE COMPACTION. ON A 12 MONTH BASIS. ALL TEST REPORTS WILL BE SERVICES INSTALLED AND TO GRADE. ALL MAIN LINE I I I � � � -11 I I . I . I I I I I I . I I I . , I I � . I . . EXTERIOR' PERIMETER. 11 COPIED TO THE CITY OF ATASCADERO BUILDING DEPARTMENT. CONTROL VALVES MUST HAVE CHAMBERS SET TO GRADE. . I I . I . I . I I � . I I I I 11 � . 1 . I . ALL BLOW-OFF, AIR VALVE FI I � 1 ; I ''I,� I I I , S. , POSITIVE DRAINAGE, SHALL BE MAINTAINED AWAY FROM ALL STRUCTURES. I F. A REGISTERED CIVIL ENGINEER MUST CERTIFY THAT THE IMPROVEMENTS, WHEN I INSTALLED. FINAL PRESSURE TESTING SHALL BE DOW TYPICAL EL CAMINO REAL SECTION A- k I I I . I . . I � . I I � I I I I I � I L I I . . . COMPLETED, ARE IN CONFORMANCE WITH THE APPROVED PLANS PRIOR TO THE 111. SEWER CONDITIONS AT THIS POINT. CHLORINATION OF COMPLETED SYSTEM I N.T.S. I I. 111. I I . � I . I . � I � I I .11 . . I REQUEST FOR FINAL INSPECTION. RECORD DRAWINGS ARE TO BE PREPARED AFTER REQUIRES 48 HOURS BEFORE FLUSHING. CHLORINATED I I I I . L I I . 7. CUT'& FILL SLOPE$ SHALL NOT EXCEED A GRADE OF 2 HORIZONTAL TO 1 VER11CAL I I . 1. I . 11� I . I I ,&. SHALL CONFORM TO PLAN SPECIFICATIONS. I CONSTRUCTION IS COMPLETED. THE CIVIL ENGINEER CERTIFYING THE A. ALL SEWER MANHOLE RIMS SHALL BE ADJUSTED TO FINISH WATER MUST BE REMOVED. BACTERIA TESTS MLL TAKE A I I . I I : I ll� I . I I I IMPROVEMENTS AND PREPARING THE RECORD DRAWINGS SHALL BE PRESENT MEN GRADE IN PAVED AREAS AND TO 6" ABOVE FINISH GRADE MINIMUM 48 HOURS. 11 I � � . I I I.. 111.1 I 1�1 I I I I � I � . - I I I 00� SLOPE CONSTRUCTION REQUIREMENTS INCLUDING KEYS AND BENCHES,SHALL BE SPECIFIED THE FINAL INSPECTION IS MADE. IN UNTRAVELED LANDSCAPED AREAS. I 11 I I—'' . I I I �BY THE SUPERVISING SOILS ENGINEER PRIOR TO CONSTRUCTION OF GRADED SLOPES. B. SANITARY SEWER PIPE SHALL BE PVC: GRAVITY SEWER SHALL 0. IF ANY TEST FAILS, RESAMPLE OF THAT LOCATION SHALL I I I . I . � I . 1� I I 11 ' 'I I G. AN EFFORT HAS BEEN MADE TO DEFINE THE LOCATION OF UNDERGROUND CONTINUE DAILY UN11L TWO (2) CONSECUTIVE DAYS OF I., � I ,1. . .�1, . . I I . . I 1 9. , ALL AREAS DISTURBED DURING CONSTRUCTION OPERATION SHALL BE PLANTED I FACILITIES WITHIN THE JOB SITE. HOWEVER, ALL EXISTING UTILITY AND BE SDR 35 WITH INTEGRAL SOCKET END FOR GASKETED I PASSING WITH A MINIMUM OF 48 HOURS FOR EACH TEST. � � I . 11 I -I,.,, I I WITH PERENNIAL VEGETATION. VEGETATION SHALLBE DENSE AND GROWING PRIOR TO OTHER UNDERGROUND STRUCTURES MAY NOT BE SHOWN ON THIS PLAN AND THEIR JOINT ASSEMBLY. PIPE, FITTINGS, AND JOINTS SHALL THIS IS A TIME CONSUMING PROCEDURE IF TESTS ARE � I . 11 I I I I I �� . . I � I . I I FINAL INSPECTION. I . � I I � . I I I � I,- I I I � I � . I . I LOCATION WHERE SHOWN IS APPROXIMATE. THE CONSTRUCTION CONTRACTOR BE IN CONFORMANCE NTH THE APPLICABLE REQUIREMENTS SULT IN 48 HOURS OF I � � �.. �l I I I I . I I I 11 , I . . I I I " I I . AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY' FOR ASTM 3034. RECHLORINATION BEFORE RETESTING. WATER METERS WILL I . . . I I .� ' ' I I I . I I . I I .11 I I . I I . LOCATING OR HAVING LOCATED ALL UNDERGROUND UTILITIES AND OTHER FORCE MAIN PIPE SHALL BE EITHER DUC11LE IRON OR BE INSTALLED ONLY ON AN ACCEPTED SYSTEM. I I I I � 11 1.I I., I I � I L . . I .1 I . 100 ALL UNPAVED FINISHED:GRADE ELEVATIONS ADJACENT TO THE BUILDING SH ALL BE FACILITIES AND FOR, PROTECTING THEM DURING CONSTRUCTION. I I . I �, 1, I I I I . PVC CLASS 200 (AWWA C-900). . 11 . I I � 1.11 �. . . - .1 I I MINIMUM OF 6" BELOW FINISHED FLOOR. � I C. THE CONTRACTOR SHALL PROVIDE AS-BUILT INFORMA11ON . I 11 - . � I I., 1 lll,� , I I . � . I . I I . H. ALL UTILITY COMPANIES MUST BE N011FIED PRIOR TO THE START OF ot I I �l I I I � . I ll.� ALL UN � ITABLE SOIL, MATERIAL$, AS ALT, NCRETE, RUBBISH AND DEBRIS CONSTRUCTION. THE CONSTRUCTION CONTRACTOR SHALL CONTACT UNDERGROUND AS TO EXACT LOCATION BY CENTERLINE STA71ON AND R/W R/W I I 11. e � I I . . . I ROM GRADING �OR DEMOL11ION OPERATIONS S14ALL BE REMOVED FROM THE 0 0 .1 . I 1'�,, I I I I I 11 I I RE Ll G I SERVICE ALERT (U.S.A.) AT 1-800-642-2444 TWO TO TEN DAYS PRIOR TO THE RALS AT THE POINT WHERE THEY i - 6' 1. 30 . - I - 30 1.11 6' - 1 . I I ,JOB SIT ,TRANSPORTED T�O ,A SUITABLE LOCATIM AND DISPOSED OF IN ACCORDANCE . m. I - . - I . . . 11 . I I I I � . I P.U.E. I I P .E. 1, '' I . WITH APPUC-ABLE 'REGULATIONS. I . I I I I I . . . START OF EXCAVATION AND SHALL VERIFY THE LOCATION OF ANY KNOWN CROSS THE EASEMENT OR STREET RIGHT-OF-WAY LINE AS I I I . -U . I I I ; I - . I . � . I � 11 .1 . . I 1 20s I., 2Q: � I I I � I I . �� .11.1 I I ''I I I I . . UTILITIES AND WHETHER OR NOT A REPRESENTATIVE OF EACH COMPANY WILL BE WELL AS MANHOLE AND CLEANOUT LOCATIONS FOR THE � I I - 0 1 1 � I I I 11 I �.� I I I'll 1. ."� I I . 1 12. INSTALL DRAINAGE STRUCTURES 'PtR MANUFACTURER'S SPECIFICATIONS. I AVATION. M. EMERGENCY ACCESS 9 , I . . � - - , I -1 11 � PURPOSE OF PROVIDING THE ENGINEER WITH A BASIS FOR 1 15* - - 15' - I- 5 - - 6' . . , I - - -180 . I 11 . I I . 111 . - - ' 13, THE CONTRACTOR SHALL EMPLOY I ALL LABOR. EQUIPMENT AND METHODS REQUIRED . I AS-BUILT DRAWINGS. SEVER LATERALS SHALL BE MARKED A. IN THE EVENT THAT PROJECT CONSTRUCTION CONTINUES I TRAFFT LANE WFIC LANE - -8 I I I . I I ''I 1� �, I I Ll% V& I I I ., I "Ill . TO PREVENT HIS OPERATIONS FROM PRODUCING�DUST IN AMOUNTS DAMAGING 1. A CITY ENCROACHMENT PERMIT IS REQUIRED FOR ANY WORK "THIN THE PUBLIC CLEARLY ON THE CURB FACE NTH A STAMPED OS". DURING WET WINTER MONTHS, THE CONTRACTOR SHALL MAKE 1 .27w_ 1 21-.- 1 1 1 1 1 . I . I � : I �_ PROP TY, CULTIVA7ED VEGETATION AND DOMESTIC ANIMALS OR CAUSING A NUISANCE RIGHT-OF-WAY, FOR BOTH SEWER AND ROAD CONSTRUCTION AND THE INSPECTION ,� 1,�,�1. I I .1. I—— _- - I __, .11� � .1� . . - 11 I- ,-, .__�G;Z= . I - I 1. I I ", I I � I I ER THE JOB SITE. THE D. SEWER MAINS SHALL BE TESTED AFTER ROADWAYS AND THE EVERY EFFORT TO MAINTAIN OR WINTERIZE THE ROADS FOR I I 1 , . _ ---:-%;.r z11"..7""."',� .__ _ , .. .. 11 11 I . I � I I I I I -'_1 TO PERSONS OCCUPYING BUILDINGS IN THE VICINITY OF I CARD SHALL BE POSTED ON THE JOB SITE PRIOR TO THE START OF I . , �: . , 11 . . _ I . L SITE HAVE BEEN BROUGHT TO SUBGRADE, AND AFTER " '", I I � "I 11 CONTRACTOR SHALL BE RESPONSIBLE FOR ANYDAMAGE CAUSED BY DUST RESULTING EMERGENCY VEHICLES. . � ' I', 1. I I � CONSTRUCTION. I I I I I 11 1. 1 . I� � FROM HIS OPERATION. OUST ABATEMENT MEASURES SHALL BE CONTINUED UN11L COMPACTION CERTIFICATION. B. FIRE PROTECTION IS TO BE PROVIDED PRIOR TO I I I I � 1. I I. .'' I I � � I . I . I .1 - I I I " 11 , I RELIEFIS GRANTED BY THE GRADIN . I . CURB & GI ITWR CURB & GUTTER I I I .1 I I * . I J. THE CITY INSPECTOR, AC71NG ON BEHALF OF THE CITY ENGINEERING E. ALL NEW SEWER MAIN INSTALLATIONS SHALL ,BE VIDEO TESTED. CONSTRUCTION OF ANY BUILDINGS PER THE LATEST EDITION . 1 � 11 I ...1.1 11 11 , . I I I I I � I . , � _ I 1 14. CONSTRUCTION CONTRACTOR SHALL .ASSUME SOLE AND COMPLETE RESPONSIBILITY DEPARTMENT, MAY REQUEST REVISIONS IN THE PLANS TO SOLVE UNFORESEEN . OF THE UNIFORM FIRE CODE. M41CH REQUIRES THAT WATER CITY STD. 418 CITY STD. 41 8 � I I I I I � - . . . . OPERTYADJACENT TO THE SITE AND THAT I PROBLEMS THAT MAY ARISE IN THE FIELD. REVISIONS SHALL BE REVIEWED BY I � I � I I I ,,,,I I . . � 1:1 FOR PROTECTION: OF PUBLIC AND PRIVATE'PR I MAINS AND HYDRANTS SHALL BE OPERABLE AND TESTED. 1 *3 5m A C PAVING OVER I ,I '' I I .. I I I I � I I HE.SHALL. AT'HIS EXPENSE, REPAIR OR REPLACE 170�ORIGINAL CONDITION 'ALL I THE DESIGN ENGINEER PRIOR TO IMPLEMENTATION. THE INSPECTOR MAY ALERT . IV. STORM DRAIN CONDITIONS AN ACCESS ROAD NTH 6" OF AGGREGATE BASE ROCK NTH *7 U CLAS§ 11 AGG. 13ASE I .1 �. I I., I � I EXISTING IMPROVEMENTS WlTHIN',OR ADJACENT10 THE JOB SITE WHICH ARE NOT I I I I ; I � , , 1, I THE CONTRACTOR TO DEVIATIONS IN THE WORK FROM THE PLANS. THE A. ALL DRAINAGE OUTLET STRUCTURES SHALL BE CLASS "A'* 12" COMPACTED SUBGRADE (95X) I I I I I � 11-11 I � � . I DESIGNATED FORREMOVAL AND WHICH ARE DAMAGED OR REMOVED AS ARESULT OF HIS I CONTRACTOR SHALL REMEDY THE WORK TO COMPLY WITH THE PLANS TO THE I A MINIMUM WIDTH OF 24' FOR FIRE TRUCKS MUST BE KEPT .1 . 1� .I 1. - I . 1. � I � . � I . I ,, . 11 I ,,OPERATIONS. . I I I I CEMENT CONCRETE. TION OR SECTION OF WATER *STRUCTURAL SECTION SHALL BE DETERMINED I �l � I I q " I � . 11 I I . I . I I SATISFACTION' OF THE INSPECTOR. I I � I I I I I � 11 B. PVC SHALL BE SDR 35 WITH INTEGRAL SOCKET END FOR BY "R* VALUE OF SOIL AT SUBGRADE AND T.I.=7.5 I I . , I ,; I I I I LINES MAY BE PUT INTO OPERATION FOR FIRE PROTECTION. . I � I I I I I I 15. OFFSITE GRADING OR OTHER CONSTRUCTION WORK WILL NOT BE PERMITTED � I I I I 11, I . � WITHOUT PRIOR WRITTEN PERMISSION OF THE OFFSITE PROPERTY OWNER., K. THE CONSTRUCTION CONTRACTOR SHALL MAINTAIN A CURRENT, COMPLETE, AND GASKETED JOINT ASSEMBLY. PIPE, FITTINGS, AND I I I I I � I .,�,,�,,� I I . . I I I I I I . I . , I . I I I I 11 1, I I . ACCURATE RECORD OF ALL CHANGES WHICH DEVIATE FROM THE CONSTRUCTION AS JOINTS SHALL BE IN CONFORMANCE WlT`H THE APPLICABLE � I I I I .� ;'l . . � I . TYPICAL EL CAMNO REAL SECTION B-B I I . � ,_ I 1 16. .THE CONTRACTOR IS RESPONSIBLE FOR THE PR07ECTION OR PROPER RESETTING PROPOSED IN THESE PLANS AND SPECIFICATIONS FOR THE PURPOSE OF PROVIDING' REQUIREMENTS ASTM 30,34. -EROSION CONTROL N.T.S. � I I 1. 11 I 1. I . - I ", � I� I I OF ALL EXISTING MONUMENTS AND OTHER SURVEY MARKERS. 'ANY SURVEY MONUMENTS THE ENGINEER NTH A BASIS FOR RECORD DRANNGS. NO CHANGES SHALL BE VII. . . 1 . I . I I � I I 1� 1. 11 I � I I . , � ,DESTROYED BY THE CONTRACTOR SHALL BEAEPLACED IN 'ACCORDANCE WITH THE STATE MADE WITHOUT PRIOR APPROVAL OF THE CITY ENGINEERING DEPARTMENT AND THE - . � 111. I I I � I I r I �: I I I t EXPENSE. I I I I I I . I LAND SURVEYOR'S ACT AT THE CONTRACTOR I . 1. ALL CUT AND FILL SLOPES ARE TO BE ADEQUATELY PROTECTED NTH DRAIN- I I I I". , I I- 11. � . I I DESIGN ENGINEER. V. WATER MAIN CONSTRUCTION NOTES I I I ,� I . 11 I- �ll I I I I I - . 11 I . AGE SWALES AT THE TOP OR BOTTOM OF THE SLOPE AS INDICATED HEREON. I I I I . , I , . I . . 1 17. NO, TREES SHALL BE REMOVED OTHER THAN THOSIE'DESIGNATED FOR.REMOVAL ON THESE A. WATER MAINS SHALL BE TESTED AFTER THE ROADWAYS AND VELOCITY OF RUN OFF WATER IN SWALES SHALt, IN THE EVENT OF SUBSTANTIAL I . � ; .1 11 I � . � I . I . 11. 11. , PLANS. TREE REMOVAL INCLUDES REMOVAL OF STUMP, AND PROPER DISPOSAL THEREOF. L. THE STRUCTURAL SECTION SHALL BE BASED UPON SOILS TESTS TO DETERMINE THE THE SITE HAVE BEEN BROUGHT TO SUBGRADE, AND . � . 1 , �, I I � ., RAIN FALL, BE CONTROLLED BY THE USE OF TEMPORARY SANDBAGGING. r I I I � ,,I � . . . � I . . R-VALUE OF EXISTING SOIL AND A TRAFFIC INDEX DESIGNATED BY THE CITY COMPACTION CERTIFICATION. . � I 1, ,�� 18. UNLESS OTHERWISE NOTED, ALL EXISTING SEWER CLEANOUTS, MANHOLES, WATER VALVES, ENGINEERING DEPARTMENT AND SHOWN ON EACH CROSS-SECTION. . .� �. . . I 1, I.,�l I . I � . AND. OTHER UTILITY BOXES ARE TO BE RAISED OR LOWERED TO FINISH GRADE. 2. DURING CONSTRUCTION, THE CONTRACTOR MUST POND ALL RUNOFF TO NON- I . . I " I � I �� , � I . B. ALL WATER MAINS AND SERVICES SHALL PASS OVER ALL I . �. . ,�!,',`,', I . . I _ I. I I ' I I . M. ALL FRESH CUT AND FILL SLOPES SHALL BE PROVIDED WITH A METHOD OF SEWER MAINS AND LATERALS NTH A MINIMUM OF ONE ERODIBLE LOCATIONS THROUGH THE USE OF DIKES TO PREVENT EROSION. I I �I I 11 . � %I I . I I � � I 1 .19. EARTHWORK QUAN1111ES -. CUT - 128,000 CY I EROSION CONTROL APPROVED BY THE CITY ENGINEERING DEPARTMENT PRIOR TO FOOT OF VERTICAL CLEARANCE, UNLESS OTHERWISE 3. A STANDBY CREW FOR EMERGENCY WORK SHALL BE AVAILABLE' AT ALL TIMES . I � I I� I I � 11 ,. 1. I . 1. I I � I . I " 11 FILL :1 68,000 CY . I FINAL INSPECTION. AUTHORIZED ON THE PLANS. DURING THE RAINY SEASON. NECESSARY MATERIALS SHALL BE AVAILABLE I I .� I I_ ; �. I I I 1� . I I EARTHWORK QUANTITIES ARE BASED' ON THE DIFFERENCE BETWEEN, EXISTING GROUND AND STOCK PILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CON- I I 11 "I I I I . I I I I I I I .. 1 , . I I � SURFACE AND PROPOSED FINISH GRADES AS SHOWN ON THE PLAN. EARTHWORK N. ALL UTILITY RELOCATIONS AND/OR ALTERATIONS SHALL BE THE SOLE C. ALL WATER MAIN FITTINGS, TEES, VALVES, BENDS, STRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. I �l I 11 I I— I � I .1 � . . QUANTITIES ARE- PROVIDED FOR PERMITTING PURPOSES ONLY. NO WARRANTY Is RESPONSIBILITY OF THE DEVELOPER AT HIS EXPENSE. ETC., SHALL HAVE FLANGE CONNECTIONS NTH ANY I I � I : . I. .'' . I � I 1,� I I . THE CONTRACTOR SHALL CONSTRUCT TEMPORARY EROSION CONTROL MEASURES . I � I I ,� I EXPRESSED�OR IMPLIED FOR THEIR ACCURACY. -SHRINKAGE, CONSOLIDATION. AND .ADJACENT FITIINGS. ALL GATE VALVES SHALL BE 4 � . I .11 I. '' I . I , ,�, I I I I I CLEARING LOSSfACTORS 14AVE NOT BEEN INCLUDED. CONTRACTOR SHALL MAKE HIS AS DIRECTED BY THE ENGINEER TO CONTROL DRAINAGE WHICH HAS BEEN I I I , � I 0. IN THE EVENT THAT THE CONTRACTOR NOTICES IRREGULARITIES IN THE LINE OR RESILIENT WEDGE, UNLESS OTHERWISE SHOWN ON THE I I � . I I I I I . I � I HIS OWN SITE VISIT AND QUANTITY TAKE-OFF AND SHALL BID ACCORDINGLY. , G IT TO THE IMMEDIATE ATTENTION OF THE DESIGN PLANS. AFFECTED BY GRADING AND/OR TRENCHING OPERATIONS. I . 1% I I � � � I I I . I I I 11 11. I . I I . . I I I I I . I ENGINEER AND THE CITY ENGINEERING DEPARTMENT. IF HE FAILS TO DO SO. I I . 11 � I I.. I I . 200 AGGREGATE:BASE: 1 5. ALL PROTECTIVE DEVICES DIRECTED TO BE INSTALLED SHALL BE IN PLACE AT THE " . .11 I I . I I - I THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY ERROR IN THE GRADE AND D. FIRE HYDRANT ASSEMBLIES, GATE VALVE BOX AND END OF EACH WORK DAY WHEN THE FIVE DAY RAIN PROBABILITY EXCEEDS 4OX I . � I �" I I A. AGGREGATE BASE MATERIAL SHALL CONFORM TO THE APPLICABLE REQUIREMENTS NECESSARY RECONSTRUCTION TO CORRECT SUCH ERROR. . ANCHOR, AIR RELEASE VALVES AND TRUSTBLOCKS SHALL 11 I I I . I � 1, , , , , I I I'', I OF SEC71ON 26- OF THE CALIFORNIA STATE STANDARD SPECIFICATIONS. . BE CONSTRUCTED IN ACCORDANCE NTH ATASCADERO 6. AFTER A RAIN STORM ALL SILT AND DEBRIS SHALL BE REMOVED FROM CHECK . 11 1. I I I I I �l I I � . � . I I I . . . I � I I I 11 I I CITY/COUNTY Y STANDARD DRAWINGS. . I � I � "I . P. EXISTING PAVEMENT SHALL BE SAW CUT IN ACCORDANCE NTH THE BERMS AND DESILTING B PED DRY, � L I I , I . I I B. AGGREGATE BASE,AND SUBBASE MATERIAL SHALL BE COMPACTED TO A MINIMUM FTIONS TO REVEAL A COMPETENT STRUCTURAL SECTION I I I I .11 . I..I . � . � I RELATIVE--COMPACTIONOF 95X THE TOP 12 INCHES OF SUBGRADE BELOW I I I I . �1. � I I �l � 11 I . I I I E. PVC 7. THE EROSION CONTROL DEVICES ON THIS PLAN ARE A GENERAL CONCEPT OF ' I I . I 1, 11 I I � I 1.� I . � . � I 'AGGREGATE BASE GRADE SHALL BE COMPACTED TO A MINIMUM RELATIVE I AND NEW PAVING SHALL BE JOINED AT THIS POINT. THE STRUCTURAL SECTION A. ALL MATERIAL EXCAVATED OR GRADED SHALL BE SUFFICIENTLY WATERED TO PREVENT . I . I I I .I �� . " I I .� I'll I I . I I �� I ' . I I SHALL BE INSPECTED BY THE CITY ENGINEERING DEPARTMENT PRIOR TO THE MEET THE REQUIREMENTS OF A.W.W.A. SPECIFICATIONS WHAT MAY BE REQUIRED. EROSION CONTROL DEVICES MAY BE RELOCATED, EXCESSIVE AMOUNTS OF DUST. WATERING SHALL OCCUR AT LEAST TWICE DAILY WITH COMPLETE 11 , I I . "I I I I I COMPACTION OF�95X , .I I . . AND SMALLER. DELETED OR ADDITIONAL ITEMS MAY BE REQUIRED DEPENDING IN THE ACTUAL I I , I I I . "I I I C900 FOR 12 INCHES � � I I 11 I 1� I I I I . � COVERAGE, PREFERABLY IN THE LATE MORNING AND AFTER WORK IS FINISHED FOR THE DAY. I I I . � 11 � I . . . .21. ASPHALT : . . � . 1 I SOIL CONDITIONS ENCOUNTERED. EROSION CONTROL DEVICES MAY BE PLACED B. ALL CLEARING, GRADING, EARTH MOVING, OR EXCAVATION ACTIVITIES SHALL CEASE r . . - . .I�. 11 � I . , � . 'I', I . Q. THE CONTRACTOR AGREES THAT IN ACCORDANCE NTH GENERALLY ACCEPTED F. ALL VALVE BOX COVERS SHALL BE ADJUSTED TO FINISH AT THE DISCRETION OF THE ENGINEER OR THE CITY MONITOR. I I I 1. � I�.� I I . I I . I ,� , I I I .A. ASPHALT CONCRETE PAVING SHALL CONFORM TO THE REQUIREMENTS FOR CONSTRUCTION PRACTICES THE CONTRACTOR SHALL BE REQUIRED TO ASSUME SOLE GRADE. DURING PERIODS OF HIGH WINDS (I.E., GREATER THAN 20 MPH AVERAGED OVER ONE.HOUR) I I I .1 I I I 'll I I ."1 ,. � ASPHALT CONCRETE TYPE B AS SPECIFIED IN SEC71ON 39 OF THE STATE OF �, AND COMPLETE RESPONSIBILITY FOR THE COND111ON OF THE JOB SITE DURING . & THE CONTRACTOR WILL BE RESPONSIBLE FOR CLEA14ING SO AS TO PREVENT EXCESSIVE AMOUNTS OF OUST. . I I I I I : I 11 I. I 1,I I I I : I CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, JULY ANY EROSION OR DEBRIS SPILLING ONTO A PUBUC STREET. . . .I .1 � 1. I . 71ON FOR THIS PROJECT, INCLUDING THE SAFETY OF G. THE CONTRACTOR SHALL PROVIDE AS-BUILT INFORMATION C. ALL MATERIAL TRANSPORTED OFF-SITE SHALL BE EITHER SUFFICIENTLY WATERED OR I . I I . I e 1 995 EDITION. . .. � ALL PERSO THAT THIS REQUIREMENT SHALL BE MADE TO T NTERLINE STATION AND 90 ALL SILT FENCING TO BE INSTALLED PARALLEL TO GRADING CONTOURS SECURELY COVERED TO PREVENT EXCESSIVE AMOUNTS OF DUST. . I .1. I I I I 1, I I , . 1. I � I - �' I � 22. GRADE CONSTRUCTION STAKES SHALL, BE SET BY A LICENSED OR REGISTERED D NOT BE LIMITED TO NORMAL WORKING HOURS. THE MAIN DEPTH OF ALL WATER FACILITY APPURTENANCES: D. THE AREA DISTURBED BY CLEARING, GRADING, EARTH MOVING, OR EXCAVATION I I I I , I I., I � 11 " . I � I CIVIL ENGINEER OR SURVEYOR IN 'THE.STATE ,OF CALIFORNIA. CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD HARMLESS THE VALVES, TEE AND OTHER FITTING, METERS, AND OTHER 10. SEDIMENTATION AND EROSION CONTROL MEASURES, AS APPROVED BY THE � OPERATIONS SHALL BE MINIMIZED SO AS TO PREVENT EXCESSIVE AMOUNTS OF DUST. I . I I . �_ ' I I D . . PERTINENT FEATURES FOR THE PURPOSE OF PROVIDING BUILDING DEPARTMENT, SHALL BE IN PLACE BETWEEN THE DATES OF OCTOBER .1 I .. I I . . 11 "� I . I I %� CITY OF ATASCADERO AND THE DESIGN PROFESSIONAL FROM ANY AND ALL E. PERMANENT DUST CONTROL MEASURED IDENTIFIED IN THE APPROVED PROJECT - . I I I ,I K BENCHMARK: SEE SHEET No. 1 FOR BENCHMARK INFORMATION. LIABILITY, REAL OR ALLEGED IN CONNECTION NTH THE PERFORMANCE OF WORK THE ENGINEER WITH A BASIS FOR AS-BUILT DRAWINGS. 15TH THROUGH APRIL 15TH YMERE GRADING MAY AFFECT OFF-SITE PROPERTY. I . . I � :c I I I I ON THE PROJECT, EXCEPTING LIABILITY ARISING FROM NEGLIGENCE OF THE A *W" SHALL BE CLEARLY MARKED ON THE CUR13 FACE FOR SHOULD THESE MEASURES NOT BE IN PLACE NO INSPECTION WILL BE GIVEN REVEGETATION AND LANDSCAPE PLANS SHALL BE IMPLEMENTED AS SOON AS POSSIBLE � I 11 I I 1. I li I . 5: I'll . I DESIGN PROFESSIONAL. SERVICE LOCATION. ARE IMPLEMENTED. OF ANY SOIL DISTURBING ACTIVITIES. 11 I I, I I I I 11"I I . � I F. EXPOSED GROUND AREAS THAT ARE PLANNED TO BE REWORKED AT DATES GREATER THAN I � I 11 I . - . I 11 1 , �t 11. INSPECTION I . ONE MONTH AFTER INITIAL GRADING SHALL BE SOWN NTH FAST-GERMINATING NATIVE GRASS , . I . .. I ,� 1, :cl � , R. THE CONTRACTOR SHALL MAINTAIN TWO-WAY TRAFFIC AT ALL TIMES. TRAFFIC H. A CONTINUOUS TRACER WIRE SHALL BE PLACED OVER THE NOTE: THE EROSION CONTROL PLAN OFFERS METHODS FOR CONTROL OF SOIL ' . � . .1 I I ,,, Q 1. CONTRACTOR'SHALL CALL FOR INSPECTIONS AND, TESTS AT EACH PHASE OF CONTROL SHALL BE IN ACCORDANCE NTH THE CURRENT CALTRANS MANUAL FOR WATER MAIN AND BROUGHT INTO THE VALVE CHAMBERS FOR SEED AND WATERED UNTIL VEGETATION BECOMES ESTABLISHED. 1 . I �'' I � I I. ..,� 11 1: 1� 0 - I WORK AND IN A TIMELY MANNER TO ENSURE, A QUALITY' JOB. TRAFFIC CONTROL AND WORK AREA TRAFFIC CONTROL HANDBOOK. NO STREET OR TESTING. EROSION DURING GRADING OPERATIONS. NO WARRANTY IS STATED G. ALL DISTURBED AREAS NOT SUBJECT TO REVEGETA11ON SHALL BE STABILIZED USING I I � I 11 . . , I I I I � I i LANE CLOSURE SHALL BE PERMITTED UNLESS PREVIOUSLY ARRANGED FOR AND OR IMPLIED THAT IMPLEMENTATION OF THESE METHODS . APPROVED CHEMICAL SOIL BINDERS, JUTE NETTING, OR OTHER METHODS IN ADVANCE BY THE . I .11 I I I I � I D IL 2. .THE SOILS ENGINEER SHALL INSPECT AND TEST ALL GRADING OPERATIONS . I I I I I. I � I IN 'THE FIELD AND SHALL DECLARE' THAT ALL EART14WORK WAS PROPERLY GRANTED BY THE CITY ENGINEERING DEPARTMENT. 1. THE CONTRACTOR SHALL FURNISH SUPPLIERS' WILL PREVENT DAMAGE AS A RESULT OF SOIL EROSION. APCD. � I I I I � . e I D I . DONE AND.WAS DONE IN CONFORMANCE NTH ALL REQUIREMENTS SPECIFIED CERTIFICATES STATING THAT ALL PIPE, VALVES, THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ANY AND ALL ,,, H. ALL ROADWAYS, DRIVEWAYS, SIDEWALKS, ETC. TO BE PAVED SHALL BE COMPLETED AS I I . I I I ''I I . .� I I I I . I I ,1_1 I . . I I I . � I I I I HEREWITH. I I . . . FITTINGS, PROTECTIVE COATINGS AND ALL OTHER DAMAGE TO OWNER'S PROPERTY, ADJACENT PROPERTY, AND SOON AS POSSIBLE. IN ADDITION, STRUCTURAL FOUNDATIONS SHALL BE COMPLETED AS I I I I .1.11 I . � I I I I I D I . I MATERIALS COMPLY NTH THE SPECIFICATIONS AND n . I I � ' D 3. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ,AND PAYING FOR ALL . , CONTRACTOR'S ON GOING WORK. SOON AS POSSIBLE FOLLOWING BUILDING PAD CONSTRUC' ON, I . . � I . . � I' ll I 1�I . - . I , I REQUIREMENTS OF ATASCADERO MUTUAL WATER COMPANY. I � 1. ON-SITE VEHICLE SPEED SHALL BE LIMITED TO 15 MPH FOR ANY UNPAVED SURFACE. I I I 1, I I NECTION NTH THE I I ,� "I - NECESSARY PERMITS, FEES. BONDS OR CHARGES IN CON J. ALL UNPAVED AREAS NTH VEHICLE TRAFFIC SHALL BE WATERED AT LEAST TWICE PER I I I � . I I'll I D . ,WORK SPECIFIED HEREWITH. . I J. LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES I I I I I I I . I I . . DAY, USING NON-POTABLE WATER. . � I . I 1� ''�," I � I I I I - 1 4. PRIOR TO CALLING FOR FOUNDATION INSPECTION, THE ENGINEER OF RECORD WHERE SHOWN ON THE PLANS ARE BASED ON AVAILABLE K. STREETS ADJACENT TO THE PROJECT SITE SHALL BE SWEPT DAILY TO REMOVE SILT 11 1, I I I ., � I I��11 I I � I I I I I :MUST CERTIFY IN WRITING TO THE BUILDING .DEPARTMENT THAT THE ROUGH RECORDS AND ARE APPROXIMATE ONLY. THE CROSSING OF � I A I � I . WHICH MAY HAVE ACCUMULATED FROM CONSTRUCTION ACTIVITIES SO AS TO PREVENT I- I I I �� I �. I GRADING AND LOCA71ON OF THE STRUCTURE CONFORMS TO THE APPROVED THESE U11UTIES NTH WATER MAINS SHALL TENTATIVELY I I I 1 3: . I I I � I I I I � I I � 'k I EXCESSIVE AMOUNTS OF DUST FROM LEAVING THE SITE. i','-----,,_ , � I I I 0 PLANS. I BE AS SHOWN ON THE PLANS. CONTRACTOR SHALL HAND I . P �_llll , I - '17 -, -, I - I _\ I I . i ,'' 11 , I I 1� . � ", " , " _'. I � I I ," �� . I I I I � I EXPOSE UTILITIES PRIOR TO ANY CONSTRUCTION OF .I ,�"_ �,,�11�� I � `�,�� 11 I I I _ 7 "�_,- �_,:, __ � I I I � I : , , I 5. BEFORE CALLING FOR A FINAL INSPECTION, THE ENGINEER OF RECORD MUST � i _,,� "', I I" I D I � Y �, "_ , �� ,:,I-- I I I "I , ,� I . WATER MAINS IN ORDER TO VERIFY LOCATION AND DEPTH. , �, ll'�� 1,1 I I I I I 11���� �, - , _� I . CERTIFY IN WRITING TO THE BUILDING DEPARTMENT THAT THE FINAL GRADING I .�1: I ,�ell, _ '_�,_, 1�, I I I I I I 11 I ,,, ', ��, 17- , I . MERE WATER MAINS CANNOT BE MAINTAINED WITH AT . � U . " ." , �': v . I I -) S TO THE APPROVED PLANS. I �. I 1�-_ , ,,,,,, I I � . I I 111 .11 AND DRAINAGE CONFORM . "'," li I o I 1. �11 . I . , I � I I � I LEAST 36 INCHES COVER AND 6 INCHES CLEARANCE FROM ii-1/1�p ,,, , . I I I I I l- 11 i ,i I I I I I II I . � " ,. . . . . THE UTILITIES, UNLESS OTHERWISE SPECIFIED ON THE . . /,.'ll_`7-i--, ,�' 4 / 1� I I . I I 1 5� 1,114 INSURANCE AND SAFETY I ,_,," I 11 21jong ,� , I - � � I I . . � � PLANS, THE ENGINEER SHALL BE NOTIFIED AND THE i� . �F I , . . I I 1. , 111. I . .1 I hI . . I , I " I I , . . WATER MAIN DEPTH WILL BE ADJUSTED TO MEET THE ____.,_ �l 11� . 1.1, i. ,�, /- I ''I 1� I. I T 11. NEITHER THE OWNER, NOR THE ENGINEER OF WORK WILL ENFORCE SAFETY . I "-,--,.�_:_ - I , . I :,� . 1� �11. 11 I I � 11 � I 1 I NECESSARY DEPTH AND CLEARANCE REQUIREMENTS. I ,:,,' �_,7 ,,;, I I � , ,�. 1, . MEASURES OR REGULATIONS AS THEY PERTAIN TO THE CONTRACTOR. THE . ____I I ;/ I D I CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY \ -_'1__lll . ,� I .,�l �l I 1. I I I .1 I- . "__. 1w I I I 11 I � � I � rl . DEVICES,' INCLUDING SHORING AND SHALL BE SOLELY RESPONSIBLE FOR I ,7 I � . I 1, I iiI I � I I'll 11 .1 .I I . . I � �. I I I "I .�� I � "' ' - D 11 CONFORMING TO,_ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH . � � . I . I I . 1. I , I . I . ::C, . STANDARDS, LAWS AND REGULATIONS. I I I . 11 I I ''I 11 � I I I I . . �,, , I I . -) I . I I L I R E V I S I 0 N S 1. I I . , � �l 1) , I I 1, I I . I 11 I I �c � . I . . I -1 . I �� 2. THE CONTRACTOR SHALL MAINTAIN IN FULL FORCE AND EFFECT UP TO 'ME I I I EL CAMINO REAL EXTEN,S'104 I . 1, ' '. � . � .. . I � . I . . � - DATE OF FINAL I I. I .1 -1, a�����rilillilli I . NO. BY DATE DESCRIPTION . I I � � "I I I 1. r 1. 11 I -11 I, � . I I I .1 � I I I � . I I I 1 . � � I I I . .1 11 4C I . I '/ I I I I . I "I I � . : ' . . �� 11 - I I 1, �l "I '' I I I R 1, I I ' " � ' . I I , I . I S�l � I � I 1.' , . I I., I 1. � , I % I I � I � I t I I ,11 1 1, , 'I'll �1. 11 I 1, . T I �. , , I . , , : I I I - � . � "' I �1, I � I . I I .I I � =� I .. 1. WORKER'S COMPENSATION INSURANCE . I I � I I 1/�NVK. I I . � . � . N-O I I I I � - I I I I , > 1 2. PRODUCTS ANO'COMPLETED OPERATIONS INSURANCE 1C.) . STANDARD' TES -) 140, I.. ; � I I � . . I � I I I � I 1 3. COMPREHENSIVE LIABILITY INSURANCE � " I .- � I I I I ''I 11 � � L �l"I 11 -1 I �r, ',' ' . I I � I I I � . . I t I I I �1) I I I I . I . I . ,� I I !,I "'I m . � . � I I . 11. I 1, W"_W_wm"�� I ��I� I.I I I I �I� 1.I. I -1 I I I I., I I 11 � I ,,, �.l I 11 .�". ,.,.,I I-,�'. I'',�,I 11 � 3. , LIMITS I OF INSURANCE, CLAUSES, AND ADDITIONALLY INSURED PARTIES I I I 1:10 , I� I I . I . 1 I � 1. . I I . - ,. I . �, I � I � I � I 1'r E N G I N E E R S I I I I ,� 11 : 1� r 01 I i ;o I ____� I ,� �, . . I I � - . I I_ 111 . 1-1. 11, . , , � , I I lw , I . . . I , D I SHALL BE TO T14E SATISFAC71ON AND APPROVAL OF THE OMER PRIOR TO I 0 . I I I . / CITY OF/ATA2C IIERO CA , 1. I 1,_ 7�-�111� ; � � I I 1. . .- . .1 I � I I I � - ; .1111,1� , � �� , I � 1 . � 11 1 -11. --l " 11'", ,, 1 7) THE START OF CONSTRUCTION. I - ;. i I 6, I I I 111 11- : ��1;1 1 nI I I . I I . I I . . * � . I I . . / // � I .I""1� � I "I . � I .11 I I I � I I I.. . I�, ,,,,' I., I I, I' ll- I "I I ""', .1 . I I . 30/0 . I . I I I I . I I� , I I , . " I 1, I , I I . . I I , ", I"I� ��' I I . . I'll . I " 11 / I I . ll:�__ I � . I � I I I �� I . % L-1 � I � I I . I I Exlp.6/ 1 � . , , , . . ,�.��,�, I � . . I I I I I �, , "I , , �� �,,�� , I . I � ;, �� 12 11 I � I I I � I 'll � "I )� I 11 I ,�', - I � ' I . � ' I " I I I ? I .1 . I 11 I I - , .�' �� �"',_'��;�!, , - � I � I I � . I I �, 1. ..�; . I � ; !�� _;,� I I I � I .I I 11 I I I - I , ,�,� , " , 1. . I I . � I IRI I �'. _��' - S;�____l , , , ,,, - )) I I �j 01,/Q6 , � - I , , " I I I . I .p!llll 1 _. ��,," I . I I, I_ 1�1,1,:I I �' I I . .1 ,_ I )), - I I . C � � 364 Pacific Street I I I I I I I � e '��'�, �`�" 1 . - I I I I I I . , � I l__zl/ I 1� I I I I I . . I I _� . ,� �,,, -" � � � . . . . . I "' .. I Son Luis Obispo, CA 93401 1 1 . JOHN R.C.E. 33760 EXP� 6-30-02 1 1 . . DATE , '�, -1 I 1� 1 , , ,,�i",,"���11�', , I� I I I I 11 I . . ,�� FA.LKENSTIEN I . I � , .1.1 � I � I ��,. , .1,111, - � . T - . - � I , - . � 11 I 11 I I I .1 I - -r I,- I I., .11, I I , I , 3 . I I 1. . I I I 11 I OF. (805) 544-7407 I- ... 1� ,''I I �I— �I- :I �l"-_ - " , '1�"I I - I � I 1� �:) I I I . . . . . .. I , I I I I I 1�1 , � I 11 �� . 1),� �,��, .'' I A, I ., 11 I I I I, I , I . I � - I � I I . DESIGNED BY- DRAWN BY- CHECKED BY.- 'JOB Nu SCALI� : :,,8HW-," I�,�: ' 'Ill. , I , I , I � y I . .I I . I I I . , I I I I . - I I � I I � I I "' " I �11. ' 'I -1 � L I I . � I I I I I I I � I I � I - '' " " , ;�,��;",�, I � �, . I I I I . I . �11 I . . � I I I I I . . . LRB � LRB , , � 990,53,103 � NQNE I , �' d " ,� 1�', , , , ' "�",�;� I I SJS , , : ,? " �:, ,w�,��*i-�_ ' ' I I I I � I I I 1� zo ,�,�'l �,� ,� , ", � , - " , I I I � . I I , ".- ' ' I I 1� I I 11 I I . I . . I I I 11 � , ,_ , ," ,:, � .I . . . . . � . . I I --------- - . I � I I - I I I , � I ''Ill , i . -1 � , 11 �"J I � I I I . ', I � I � � I . I I I I I � � I � I � � �:l 11 . I ,,, �', .4- 1 11.1 11 . ____------- " . � I . I . I I � � I . I I I I . 11, I I � � -,-,� , ,"_��,�, � I I I . � . I I I . . . . . . I . I � .GFA No. 990341 � I . � CA/FILENAME -. ,HDl-M0,2.DWG71 ; ���,,�"l '' �",_, ". I I . . . I . . I I � I . 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I SAN RAMON , ROAD CURVE DATA SEE CALTRANS IMPROVEMENT PLANS -LTA CUPVE EENG RADtUS DE Cl 7 .27 4,91-21 6 02 47A4 30.00 0 20 40 7&33 rA C41 INCH 20 FEET C5 15.71 5;.00 -1.00 C6 3.07 C 7 217-21 f200 ........*'� C8 11.17 25 rn TA 1 8-1,85-21.8§! LT EC C9 1-81,Ol : 1000.1 00 dois /OOB� TYPj";;\ CIO 162.79 800.00 STA. 11+ _6§.1-6-M' LT. a 63 32 9 00 ------ Cl I 80- 04*42 97, M.97 E 0 C12 47.12 30.0 loom gotb C 3 15.71 1000 1,, 9"0 O�Qg-. q 7 37 t -vl 0 T 1760 EE CALT kNS lc4 PROVEMENT P,�ANS vw------ STA. 12+66.47 STRIP <n ROFILE . ........ C9 14+00 12,00 E Irk 13+00 OR' CURB RE co G IN _j z $TA, 14+ a- 0 Ld xz . N12 +00 _�2 -0 r LND IMPR ;u z 0 c� 7 10 00 0 ZIX m a- z 5) -0 < z ------- 2 4 'RT. PCC ->z 5TA, 13+_7_74N-20 4(3'7 (0 STA. 14+42.00-20' RT. EL CAMINO REAL W Lu w STA. 12+12.31-24.25' RT. BC FOR UNDERGROUND IMPROVEMENTS SEE SHEET No. C2.04 SE� TR S 3; T P NS _tP &JE F R, RETUN m ROFILE B NOTES 5 STA. 11+11.49-33.05' RT. Ec STA. 1489.74-34 RT. EC STREET SECTION PER DETAIL SHOWN ON SHEET No. C2.02. INSTALL DOUBLE YELLOW MEDIAN ISLAND STRIPING PER CALTRANS STANDARD PLAN A208, DETAIL 28. INSTALL TYPE "A" CURB & GUTTER PER CITY OF ATASCADERO STD. 418. (SEE DETAIL K SHEET C2.06) 11 INSTALL 12 THERM TRIPES 10' o.c. L A I RB ONLY PER CITY OF ATASCADER0 STD. 418. (SEE DETAIIL K SHEET C2.06) 12 INSTALL BIKE LANE MARKING PER CALTRANS STD. PLAN A20D, DETAIL 39. INSTALL 6' SIDEWALK PER ATASCADERO STD. 419. (SEE DETAIL L SHEET C2.06) INSTALL LANE LINES PER CALTRANS STD. PLAN A20A, DETAIL 9. HOA A INSTALL SIDEWALK RAMP PER ATASCADERO STD. 420. (SEE DETAIL M SHEET C2.06) ME DEPOT SI TE , 1 INSTALL THERMOPLAS11C TYPE VIll ARROW PER CALTRANS SM. PLAN A24A HOME DEPOT SITE SEE ON-SITE' GRADING PLAN INSTALL CONCRETE CROSS GUTTER PER CITY OF ATASCADERO STD. 421. (SEE DETAIL N SHEET C2.06) (�IGHT OR LEFT AS APPROPRIATE) SEE ON-SITE GRADING PLAN INSTALL THERMOPLASTIC TYPE V! RIGHT LANE DROP ARROW PER CALTRANS INSTALL STREET MONUMENT PER CITY OF ATASCADERO STD. 426. (SEE DETAIL 0 SHEET C2.06) STD. PLAN A24A. 16 INSTALL "STOP" PAVEMENT MARKING PER CALTRANS SID. PLAN A24D INSTALL STREET NAME AND STOP SIGN PER ATASCADERO STD. 427. (SEE DETAIL P SHEET C2.06) 17 INSTALL TYPE "P" OBJECT MARKER PER CALTRANS SM. PLAN A738 INSTALL WOOD BEAM BARRICADE PER ATASCADERO STD. 428. (SEE DETAIL Q SHEET C2.06) 10+00 11+00 12+00 13+00 14+00 15+00 !�'76.07 07 217.21 Ow ca 97.19 + to Coco U) + 00 to cn + FINISHED GRADE AT TOP OF�WEST CURB 820 . do + V) 828 82 8 0.65% 824 ! 4- ow 824 2 CD 50.00' Vc 00 +0 'St� C6LTR' ANS CC IMPROVEMENT PVI ELEV 416.10 Lu >: KANS c*4 z 00 C3 0(6 LINE w FINISHED GRADE AT CENTERLINE w, z 820 820' 0 OD ro 8 + 0 L4 W w 0 058% 77, 816, 816 I2.01'' .......... 44.64' Cl 1 64.32' 7 162.1 lz w < m 0 101.21 00 n C4 9.7, 7 C8=?1.77 Wt (01 3 + 00m 0 00 (o 0 0dw :2 812 - 00 812 0c) 00 0- Ix OD w 0 00 (6 FINISHED GRADE AT TOP z _LL -OF,*-GU -CURB 8,20 , + OF�EAST TTER4 00 (n OD!00 0, c) N 00 + 0*1 + 0 0.67% -8 808, 808- 0 .73% C12 2 SEE:GRAM -913=16.71 w ING. 7fLm 0 % 8 0 m 04 0i oi to 804,1 81-4- 804 :+ 04 47.11 C3 78.33, _M GRADING P.55 VC 23.55" VC VC -PLAN cn SEE ,39.117, 39.17*5, VC P, I D/4 -8 0 3D/4 - 0 2 PVI Q 3D/4 PV11 D/4 PVI 814.72 PVI 815.56 1.27 0.6 w PVI 813-55 PVI 01578 cc w RET URN RE! 818 (L , _11' ' ll 0111 800- 1 N , 818 w 0. Milo SOUTH' 'QU' RETU136iti to C5 ;� > to SCALE PROFILE OF L CAMINO REAL ��OETH CURR 00 + c� V_ 00 + 0 Z:t�D : a _*r" N O-D 'e) v r*NT. 4 Em 1 cn R E Vl S 1 0 N S f%lee" < As -0 659 % 796`--816" 816- al 6 , 816 EL CAMI-NO REAL EXTENSION NO. BY DATE DESCRIPTION 10A' =0.50X� on u .50% EL CAMINO, REAL S RFACE 15 E N G I N E E R S cl Y ATAK"ADEM0, CA URE1 RET NORTHEAE Q RTH B, 'R E TU ...........�N. CUR P L A N N E R S 792 ,� "Moo" 01 364 Pocific Street Son Luis Obispo, CA 93401 JO FALKENSTIEN R.C.E. 33760 EXP. 6 30-02 ' DATE, 6F C (0.05) 544-7407 0 X Y: DRAWN BY: CHECKED BY: JOIB��NUMBER SCALE: ESIGNED B LRB LRB Sis 990,533�03 1 20s C W0W0=0NWMWWA� , 11 aa I , mom NAIME HD: GFA No. 990341 CA/FILE 0 ---------- -------------- -------- ---------- ------------------ .w9aw"N"Am SAN RAMON ROAD SEE IMPROVEMENT PLANS C3.02. 0 Zr 3 0 STA. 10+7§.97 0 20 40 SDDI.0- wimmmomm%1 INCH 20 FEET....................R STA. 10+9&4g—§..00 , -------- STA.� 1§+31.§4-10.00' LT.#3 -------- 14"04"02" TEE C BLIND FLANGE__W/ SSMH #1 SEE LAND A E PLAN FOR PLANTING AND IRRIGATION. W 14*A W C.14 H.D.P.E. C_ `14!W 14 S TA. 9+24;O q 14+00 5-10,Qg" T. 3 w 3 4?xi 4"xl 2' TEE 14!' =0 w 14 O� SS 11+00 8 15 00 SS SS 2 0)2 G 10 00 TYP G 22# 8 5 22#U) SS 2 0 z ............cc X SS G Ss z w 9 ------ 2"_jT_Ss 2!2 z C_w G 7 0 G 2 H.D.P. ��STA. 14+42,00-1._00' RT. E_j 0- 210 > ---G EL REAL,w 2 llk�.w ------0 G FOR SURFACE IMPROVEMENTS SEE SHEET No. C2.03 + rn 0 FO , CONSTRUCTION NOTES. CN�8 INSTALL H.D.P.E. STORM DRAIN PER MANUFACTURER'S SPECS CITY OF ATASCAD AN JT IA. 10+55,97--341 ,8!v ERO ST DARDS.SDDI INSTALL CLASS 200 P-V.C. WATER MAIN PER MANUFACTURER'S SPECS. & ATAS. MUTUAL WATER Co. SPECIFICATIONS. (SEE DETAIL A SHEET C2.05)(D JT 60 H.D.P.E. INSTALL STORM DRAIN INLET PER CITY OF ATASCADERO SM. 502 NTH THE INSIDE WIDTH OF THE CURB INLET, C_INSTALL 6" FIRE HYDRANT ASSEMBLY PER ATAS. MUTUAL WATER CO. STANDARDS. (SEE DETAIL B SHEET C2.05) PARALLEL TO THE CURB, EQUAL TO 5'6". (SEE DETAJL I SHEET C2.06)12 SEE UTILITY Co. PLANS FOR INSTALLATION OF 2" GAS LINE. CONTRACTOR TO COORDINATE NTH UTILITY Co.w INSTALL WATER VALVE PER ATASCADERO MUTUAL WATER COMPANY STANDARDS. (SEE' DETAIL C SHEET C2.05)INSTALL AIR AND VACUUM RELEASE VALVE PER ATAS. MUTUAL WATER CO. STANDARDS. (SEE DETAIL D SHEET C2.05) SEE UTILITY Co. PLANS FOR INSTALLATION OF WIRE UTILITIES IN JOINT TRENCH. CONTRACTOR TO COORDINATE WITH UTILITY Co.INSTALL P.V.0 SANITARY SEWER PER MANUFACTURER'S SPECS. CITY OF ATAS. STD. 702 & 701 (SEE DETAILS E F SHEET C2.05) INSTALL THRUST BLOCK PER DETAIL J SHEET C2.06.HOME DEPOT SI TEE HOME DEPOT SITE INSTALL SANITARY SEWER MANHOLE PER CITY OF ATASCADERO SM. 608 & 606, (SEE DETAILS G & H SHEET C2.05) INSTALL 3" CONDUIT W/ PULL ROPE AND No. 3 PULL BOX. INSTALL PER CAL TRANS STANDARD PLANS AND SEE ON—SITE U11LITY PLAN SEE ON—SITE UTILITY PLAN SPECIFICATIONS. (FOR FUTURE SIGNALIZED INTERSECION)10+00 11+00 12+00 13+00 14+00 15+00(n CC IZ Z t+O+ 0�z C-4 U)to 16 <Ld to 10 6,81-812 812 809.51 25YR: HYDRA!LIC ORAD LINE (TYP)........... ------82& 808.82 807.6 HGL HGL 808- I4 DRAIN S=0.529 TORM 36 H.D.P.E. S C1.07 FOR V) 67.11 LF SEE SHEET� ' 82 Ql,"� FOR 4,824� ONTINVATION< CONTINUATION 00 II_j 0 C)�A6 Q_ to 804 Cn 0 8 w Q)'00 00 rf z 0 0 ++00 >Uj x FINISHED GRADE AT CENTERLINE �4 (n Cq f Ri 0 Z—0 02 U-1 EXIST. GROUND AT CEN11ERUNE*0 D—RAI w 820"ID"AT JAI. TA. I Q+553 N +19 0 820,.� 06 co w-Euj> 0)4 in LL: w w ;p z Z,0 OP 0 z IRX U) z LAJ 0) 816+81 61 in u: 14" PrVC WA T,ERLINE<N 15±�Z 6.6 0 CAP PVC W.L.I812 0 81 2' ..............0 ...... ............V)0 8'w PVCi F.......... 808�808', IC) '�s 0.52%i8 VC'S 9 SEWER 5.64, P LF TA. is,"S 0.50%:'F C S SEW 804 q- )NV 804 ......S 8" P U 396.22 Uj< IR' E V I S I 0 N S V) IEL CAMINO REAL EXTEN,SION< 80G. NO, DESCRIPTION IPRO MJNO ! REAL IL-A" OUND EILE OF EL CA LALM ESS EL CA.,MINO ,'REAL UNDERGR C*LO E N G I N E E R S VERT. 1 4 T,A-SCADERO, CA^F . A............796 0l-/06;/"""`0P'364 Pacific Street Son Luis Obispo, CA 93401 R.C.E T760 EXP'. 6 30--Q2 D ATE Cl 3(805) 544-7407 OF SCALE. 814,tET:DESIGNED BY. DRAWN BY: CHECKED' BY: jb8, NumBER LRB LR SJS 990 A 533.03 20,� C2 04 GFA NO' CA/F(LENAME RD—C2.041.0,Nwo,--------------------- —------ . ;. , ,; „ DIA. 1 f2"x5" THREADED GAL VANIZED ANCHOR BOL-TS IN �CONC, SLAB. Q d..V. a .. (TYP 4 PLCS). DRILL .1/2" HOLES AT 3"'O.C'. *CUT.EXISTING ROADWAY TO PRO6WlDE VERTICAL 11_ _ 4 � O. 12 GA. PLATE WL.EDED TO'TOP SURFACES AND SQUARE CORNERS: CUT EDGE'S N LOLL BE STRAIGHT AND NEAT IN APPEARANCE. I * APPLrcA nal1 avTLETs f I YpRAN r a 4 /10 ST; ELL 2 12" 4 J/2" (SEE NOTE,f3) 8" . LlD MARKED 'WA TER' I , eI I . / // I I I I . I � I " �� �a �s RESIDEN 17AL 1 1 CLOW 950 a °1. I . FI41NAL GRADE er COMMERCIAL 2 1 CLOW 960 a Q I C NO. 12 GA. ry 0 0 i " a METAL PIPE 04 N 16" 0:0. r \ N FIRE DEP F. OP17ON 1 2 CLOW 565 �, 6 o . . ,U . . . o9 o . o . ()' .o , 0 " 'o " . o 0 o 3 —�- �„�,�,._,., VALVE BDX -CHRI S T Y G- 5 OR d q . Q . Q 4 a ` 11 , 4I —L — � IPA uEMEN r ,_---- APPROVE© EQUAL 4 d 4 , . .� 1. TAPE COA T CT OR EQUAL COLD APPLIED COA TING Lv� 4 , �, 4 . " �'•.._.":. IN TAPE FORM AWWA STD. C209 6 P.C.C. COLLAR a a d.. 4 a » . . . 12 ;. .•.. CLASS P.C.C., 6 w SACK, 3DQ0 P51 ,.,..�-�--- " SQR 35 P RI5E a 12 AFTER BACKFILLfNG A t/C R 6 14 GA. CDA TED 3 VENT VAL VE , I I �.'"." IR N ,. I'll AC71N E _ "I, TRACER W E S L Q 11 I A 11.7. 1� FOXY. AT , ... T._ TA/N A N MA/N P T RESIL�' T EA r GA E A E „ ,.,. , ..,., .; :... S L V �, t,: _:: .. GIN. � CAL1.I'll 4 ,e. .• 7��tE+G��l AL . 2 .. . _: . '� 2 ALL VALVE .__ TO MUELLER Qfi' CLOW. e St/RFACE N9' •f SQUARE x i I -!i. . t v �� �, 36 MIM. ,,.. L 12 x12 CL7RNERS.AND STRAIGHT SCREENED SAND 95X l I I �:.�.'�..:;::.,:;,.., MAIN TRACER VVIR CC�NI�lCT1CR! DF`TA1� HINGES cOOR AND NEA T.APPEARANCE. RELA TI VE COMPAC77ON 11 I.I I ;, M • r N.T•S• PLAN 0 COUPLER » =I I�— , ' NO7E5: W/PAD LOCK ill 'I _,� I =�( ., � `�",_ » 1 BRASS N1PPL SCREENED SAND 901" _�I y;• .•. ,, "�' 1. 36 CLEARANCE AROUND FIRE HYDRANT. BONNET MUST BE LEVEL. 1" BRASS TEE W/ iii=1 _`_I I!- BEARING . _ _ _ THREADED CAP RELA71VE COMPACTION ,,- — SURFACE 1=111—III—I 2. WHERE NO CURB OR SIDEWALK EXIST, FIRE HYDRANT SHALL BE 1/2"x5" THREADED GAL V. ANCHOR BDL TS W/NUTS 1" BRASS NIPPL TO BE PLACED IN i 11 1 11=i i , . ONE° FOOT LIFTS L OCA TED 10 FROM THE EDGE OF PA VEMEN T. (SEE ALTERNA77VL� NOTE4) J... WELD 1 1/2"x1 J/2"x1/4"x1 1/2" ANGLE CLlP5 ;,� UNDISTURBED EARTH 3. TYPE AND LOCATION TO BE APPROVED BY A.M.W.C. AND ATASCADERO (TYP. 4 PLCS). 14 GA. COA]E"D COPPER FIRE DEPARTMENT. TRENCH BOTTOM ��* °;.� _-., �4. , l�'.x f,, . �SOLlD TRACER WRE ` ` ' . , 4, ALL FIRE HYDRANTS TO BE WET BARREL, UNLESS OTHERWISE APPROVED I,,4)i , -: $ 8 BY A.M.W.C. :� #-• ":; ' �� bw.;s I i—i — a "° Q o- �`" Li ",: 1 ►= I—III=!i i�-11 I! _.,....1 1=1 _ . d"!' — "•i;.r, "�,-.� •.:-:� = -1 I I .0 C I.- I Imo• I ISI 1.—.1 I I� 11 a" • ,;i .r I I I 11 b 1 �.......I 1 I___1 111. • • .! 5. DRAIN ROCK WILL BE PLACED WI TM A,M.W.C. APPROVED DRY BARREL MYDRANTS. ., s •: .. -'':,I �» MIN. i 5PRING LINE _III-1 I ISI I I --I I ISI:I ISI 1 ISI 11= _ _ I I I1 I 1—!I Iy s MIN. s Mlly I II / _ , » q .. .. w' y ." !..•,, `.ryo-' y...l ;t 1� (f 11 Tt y I_ IT �I I— I I. I _I I— C 1.- -I Iq, \ _ MAx. 8 MAX. HAUNCHING • sPEcs' �I I I I I I C �_ 1 1=C 1 I=C I I I I I 11, I I t 1 I ISI 111 l; y". . .4 11 : : �'.; _ : I�I 1 ! I I I_.._..0 I I__.I m 1 I I--I I F----11 C=I I i i --�I I I I I I_�I I „ 1 2 Jj2 OUTLETS SHALL BE NATJONAL 5TANDARp HOSE THREAD. -( _111=111`- 1. C » •�:° =_ -1 I ISI I CSI I i t I I=1 I I-I C TI I I I 6 �'` 4 1j2 OUTLETS SHALL BE NATIONAL STANDARD PUMPER THREAD, i I I LINE MUST HAVE CONTINUOUS {I--r Wit' . . lid 1T- _ - 111 VIII 111,;,III I I 1 I 1;I l i --�` I POS177VE SLOPE TO SURFACE -_1 1.-'f i T @ SFE DETAIL 109. I I ISI I f ( -(I I-1 - 4 SQ. LONG. PAD CLASS B 5- SACK, 25Dt7"f'SI 0 HYDRANT FLANGE SHALL HAVE 5/8"x3" DRILLED BREAKAWAY P.C. CONCRETE BLOCK 1" POL Y ETHYLENE TUBING - CLASS 200 IPS ` g g BOLTS INSTALLED. I5 HUB--TO-H./B WIDTH (2" SCH. 80 P.V.C. PIPE FOR 10" MAINS GREATEST O.D. DIMENSION OR LARGER) AT PIPE IJOINM � REMOVE PLUG ON DRY BARREL HYDRANTS ONLY 4" MIN. . THRUST BLOCKS SHALL BE . THRUST BLOCK-CLASS B.P.C.C., SHIELDED FROM FLANGES AND . CLASS OUREb�'DNSUNQ STURACK BE© SOIL 4 . 13 BOLTS. 4 SF MINIMUM BEARING SURFACE. " . 2 1. TRENCH SHALL BE BACKFILLEED IM7H SCREENED SAND (SEL' NOTE' 7), LE'VELED, AND COMPA"CTED TO 901 UP TO � CHRiSTY G-5 VALVE BOX AND CAP. 4 PAVEMENT SUBGRADE: WATER /AL�/E DETAIL � . ,.. I I I I . 1 . 1.111, . 6 RISER - 6 PVC, SDR 35. .:,. ("' q p •' �✓ 2 ALL OVLR--EXCAVATED MATERIAL SHALL BE REPLACED N9TH SELECT BACKFILL MATERIAL AND COMPAC7E'D TO 90 �. COLLAR - CLASS A P.C.C., 6--SACK ALLOWED TO CUREI � TO d L7 48 HOURS PRIOR TO FULL TRAFFIC. N,T.S. .3. BEDDING MAT�'RIAL SHALL BE MECHANICALLY COMPACTED TO 9OX PRIOR TO PLACEMENT OF PIPE: -- - '" N YDRAN T WA TER MAIN WHEN WA TER MAIN IS LESS THAN 36" DEEP. USE _" ri 1 p TAPPING SLEEVE - MUELLER H--615, M.J., CLASS 125. 1" BRASS 90' BENO, OR APPROVED EQUAL. 4. A5 AN AL TERNA77VE` METHOD, TH APPROVAL BY A.M.W C., TRENCH SHALL BE BACKFILLED A MINIMUM OF 1,2- '�' " �° '" » „ r ;��, �f, o Q . : : DR cL oW oR r. NDTEs: A, OVE' 7T,►E T"OP OF 77/E PIPE SCREE7"VED SANc� (SEE NATE �), LEILED AND CtlPACTED TO 901 THEN Y�r;` ♦ ,• 2 B . I '' I ACKFILLED WTH NA77VE MA7FRIAL, COMPAI I 11 , " CTED TO 90, AND BACKFILLED 'TO S7RUC7URAL SEC77ON SUBGRADE: "� ' " ° . 4 UELLR » eauPLER No. H- 1542s � . I —` r `v6 �t.".i 4' 1►F"� 11 TAPPING VAL VE - MUELLER H-667, R T O-RING TYPE, r7 '`�' l "ill ' CLASS J25 OR RESILIENT SEAT GA TE VALVE NT H fN KIND OR AS REQUIRED BY AGENCY ENGINEER. M:° ` :-�•,`, ,;:`, 2 BRASS 1" NIBCO T580-66 BALD VALVE W/SS 5. REPLACEMENT PAVEME S �4LC BE _ TRENCH BOTTOM ' ` k,_. 12 SPLIT IN SWVEL GLAND SHALL BE OFFSET FROM SPLIT -: ^.ter:.-*.��� r, ,,r_ 1 PRI TO l!V TAPPING SLEEVE BY DNE BOLT POSITION. 3 APCO J42C- J" DR 144C-2" 6. 14rMEN P,.V.C. IS USED, PIPE SHALL BE GACKFfLLED TO THE SPRING LINE AND COMPACTED TO 90 OR _I .ta,., ., :<•,.' ,�.,,. _ 9 CtlPLETTNG 1NlT7AL BACk'fTLL, — -- � . le � --�I . I 1 1i 13 14 GA. COA TED TRACER WIRE. WATER IVI A I N a ADAPTER MUELLER H-15456 P.C. CONCRETE BLOCK 7. 5CRE�'NED SAND SHALL PASS 1 D0 T7•IROUGH 4 SIEVE AND SMALL NAVE' A SAND EQUIVALENT VALUE OF NOT THRUST,BLOCKS SHALL BE ALL. SIZES SHALL,BE I.P.S. IS HUB-TO-MUB WIDTH CLASS 'B S-SACK CONCRETE LESS TITAN 20. POURED ON UNDISTURBED SOIL PIII I- i�1, PE SIZE, TYP£, AND PRESSURE RA 77NG SHALL BE APPROVED BY A.M.W.C. 4" MIN. I I I , , , I I , —1, D AIR & VACUUM RELEASE VALVE I . I I . . 11 I I . .1 1�'l 1, ''I 11 11 I . I 1, � I . I I I . I I N.T.S. A TER LINE T H DETAILI I 11. I 11 I I �'l � , ��rB*N� FIRE HYDRANT ASSEMBLY -�-- -- V� (1� - SKID RESISTANT N.TO S. Y N.T.�. " syr ,<. A A CUT EXISTING RC?ADWAY TO PRC)V1DE VERTICALSHELF MANHOLE FRAME AND CO R TO CONFORM SURFACES AND SQUARE CORNERS. CUT EDGES sHL WITH STANDARD DETAIL Y . SLOPE SHELVES WILL BE STRAIGHT AND NEAT IN APPEARANCE. PROVIDE MIN 12" BENCH TO DRAIN SEALED BLIND SANITARY FINAL MINIMUM 2 INCHES INTO UNDISTURBED PICK HOLE SEWER GRADE 12» ASPHALT OTHERWISE ROAD BED (BOTH SIDES) PLA VIE . �'` � MATCH EXISTING. ;� - A.C. PAVEMENT po-� a� b © O \ o O o-1 a» Q A� a.. U 0 o-� a� O p o p ,� o-, o o-\ o— �� +� ..L_- 11 I o p o o f o p / a p / a o j o d a p o o o p �" •h. .,V-,. "��::= CONCRETE COLLAR p 1, do- ��v �Q o- d o- �O a 0 p Q A v 0 o o-O O p O-..° 41 c, Q.o- g 3" OR 6" RISER RING (9" MAXIMUM) 4 . 1, 24" PRECAST CONCRETE (TYPICAL) . 95% RELATIVE COMPACTION _ MANHOLE WALLS SHALL BE A o PRECAST TYPE CONI~ORMING TO - MIN. 6" CLASS 2 �' A:STM STANDARD C478--61 T 24" AGGREGATE BASE FOR CLASS 2 REINFORCED NOTE: CONCRETE PIPE.. ,� MINIMUM COVER-BOTH CASES ; , 36" MIN �•- — SELECT BACKFILL FREE SEWER MAINS 48"MIN, o MANHOLES SHALL BE WATERTIGHT . • INSTALL FROM DEBRIS AND WATER 36" . 14 GA. COATED DELETERIOUS MATERIAL. TELE., POWER 24" JOINTS TO BE SET {N A WATERTIGHT ALL CONTACT SURFACES TO BE MACHINED COPPER SC)LID. GAS 30'; SEALANT APPROVED BY THE 26-1/4" SEE NOTE BELL>W TRACE WIRE � STORMDRAIN 48 MIN. � w_ CITY ENGINEER,. CONCERNING TRENCH P.C.C. CURB 25-13/32" COMPACTED SAND AND GUTTER � o LEAVE OUT PIPE IN CHANNEL OR PIPE » IN EASEMENTS. 90% RELATIVE COMPACTION I 0 OR APPROVED SHALL BE PRECUT BEFORE PLACING 25-11 32 GRANULAR MATERIAL. NORTH OR WEST SOUTH C)R EAST "--5' 6" 48" 6" E3ASE. 1/32» 90 COMPACTION HALF OF R/W HALF OF RfW I 10•-' TAPER PRECAST REINFORCED MANHOLE BASES 12 n , A � I ' ,., . 11 - IWITH INFLOW AND OUTFLOW COUPLINGS . 1 v-- __ + o a O . o .0+' \ arq+,c °.� EN VERT, ANGLE,CAST IN AT GINEERED . I I " 6 q. �,:.q��;41. .a�,n,. �.•�.°F. *,�o,•'q,: 'A _ a.•'dl:i: 1„ AN P L. VATI N , ., , . . % .\• b,°•,.. . RADIUS D SLO E E E 0 S y , =. , - ' z 3' MlN. ... "� 11-1 6» M.IN .,- - 6„ MIN ' , 3 MIN. . . � N a BROKEN OR CHIPPED RINGS AND CONES , off° 7 1. of 1. 1.r .: F • Tr- SHA X Y R VAL 24 0 ..t.. 8" MAX!`.; =o/:ti 8 MAX . . . � M W 6, 6, o w v LL NOT BE USED E CEPT B APP 0 % .;. _T___ --I _ ... oo OF THE ENGINEER. » O . •..1q . a r q - • q q,°01.•a,•••1 a.61 w•1.. o.\°O 1 0 . ♦•,•1..q,°.1♦ • O,° 4 e 1 .,,y, . N �`'' 31-1 2 r 6 BELOW FL POWER, PHONE, .g .. 0 i O, O . O� i O 1 1,�- • , ./ w. � i \ .1..;- "$" .r.. , ,f.. , .,,.. , AND T.V. CABLE i I �l I WATER G S 8„ MIN." ' cD1 . SEE DETAIL A .. SOUTHBAY FOUNDRY 190 0 RUBBER WATER STOP WITH STAINLESS OR APPROVED EQUAL 1 I � 10 BELOW STEEL BAND ATTACHED TO ALL V- 60" MIN. FITTINGS TO INSURE WATER TIGHTNESS. , I � I I I STORMDRAIN SE ERI I . , I RECTI oN mmmA-A _0 (P.C.0 CURB AND GUTTER) I. a' ` NOTE: CAPACITY SHALL BE ADEQUA "E FOR `U' ��. . V A A STATE H2O-S16 TRAFFIC LOAC3ING GREATEST O.D. DIMENSLON1 . 11 , � � m ! m . ' 'I 'll, � , � I'll 11 � . 0. m 11'' AT PIPE JOINTSI �,- — NOTE: I 1, "";I_` - N.T,S. m I I — �I lml :'':� r 1 SECONDARY POWER CABLE T.V. 10 STREET CROSSINGS BY UTILITIES REQUIRE A MINIMUM , . T �. OF 30 COVER AND TO BE AT RIGHT ANGLES _ " TELEPHON . i f 0- ' NOTE: A MINIMUM OF 90% RELATIVE COMPACTION IS PERMITTED IN A NON-ROADWAY TRENCH WHEREVER POSSIBLE. , l ,—, ,,,�.','�,,� , _ _, 1 , ! " 11. ,,,, I � I �-' WHEN NO STRUCTURES ARE TO BE BUILT. OVER THE TRENCH. IF STRUCTURES ARE TO BE BUILT PRIMARY POWER H YYR i�/1 !"'1 { 1 41 � VR f, , �,-,�m"�-'-,-',,,,""'',,�,�,,, 11 I 0 OVER THE TRENCH, USE RELATIVE COMPACTIONS SHOWN ON THE TRENCH SECTION ABOVE. __ �, �,P' ,�,1�111,,� ,, 1 . ,, DETAIL „A„ N.T.S`. w` NTS 0 Q y , R E V I I N S �_ . I I �' �--�, N0. BY DATE DESCRIPTION LOCATIOEL CAMINO 'REAL, EXTENSION, ' ' II.M ., 11 11 , N MJF UTILITIES �� I m Im I I I . M, " 1: 11 O' �rt SSIp � I � . m I 'LL,% 11 � I I I I ,_�� �'l , m I I KT� m -N< , AL , c> '�,- 'll D ETAILS SE R ACIFI .�. [ E1, I ,.�: ' ' , I_ , TAIL1. , N.T,S. �;.� � � �, A � � � C� O � T � � I 11 I 1 11 11 t")1I I wml I I I 11 m 1. I �� :, I I ',,�, ___ m � � I I I I 1L 1�1' 11 .m 11 I 1�. "I, w,at , .�. . rrt :,rlI m I . I / . I . g 11 I I I , I ,_ I I IJ a P1wANNERS >CI T, ', ATAADER A cry exp s ,,,, S U R V £ Y 4 R S � / ______ _ �' ► 364 Pacific Street / .Or CA . . San Luis Obispo, CA 93401 J R. FALKFNSTIEN R.C.E. 33760 EXP. 6-30fl2 DATE ; 7) 0 (805) 544--7407 D SIGNED BY: DRAWN BY: CWECKED BY: JOB NUMBER SCALE: SHEET: ", m 1-11 11 11 LRB LR8 SJS 99 }533.13 NT5 .�2,(�S .. . G1 A Na. 980341 CA FI U, NAME HD=Cv2:05-' , . , _ ... , - .: ,.. .._ __ ,..._-- -------- ,.,.,....,,...,a_m_ : _ . . .. . . _._._ _ _ . . _, ., ..v -, _ _ - . . . 12 1 2,, NOTE: REI.NFORCING STEEL SHALL BE #4 LIARS AT 18" O.C. PLACED 1-1/2" CLEAR .TO INSIDE OF BOX UNLESS OTHERWISE 1-1/21BATTER .' ': . NOTED. BASIN FLOORS SHALL HAVE WOOD FLOAT FINISH AND A MINIMUM SLOPE OF 4:1 FROM ALL DIRECTIONS TOWARDS x, OUTLET PIPE.. USE CLASS "A" P,.C.C. FACE ANGLE TO EXTEND SAME SLOPE UNDISTURBED FULL WIDTH OF BOX.. EARTH - fi" GURB AS GUTTER UNDISTURBED EARTH Na. 15 ,� HELGHT ( } i 2,, r �. • 1f, _.._ --- /�j�/��,�� -12 ( O4.8mrrz} O.G. No 4 REBAR 3 �j _ 3 E / \' EACH WAY ' a _�.� _ -� 11 Ill/1 4 *.. cP a,-- . C.P P �,�. % 2" 5t1.8MM) MIN. / _ / 2" R. {y R i 3" MiN a06 o� a //\y�'f�'r 1 . ���/ A P E /\�' -,,x , f• rici col ..10� ' © a A '�yAO � . 1/2" 0x6" H .. P A a A EXPANSION JOINT �' ANCHORS .a . +:; 1» A P R ,/ . PP,1. 6" 1-1 2" db FILLER 5>0== MIN, _ 1 .1 • (25.4mm) E r ° _` _� 1/2" RAD. 3/4" RAD. Z � ,� �. EXPANSION JOINT 'ji , . , 0 t ,, 3 MIN UNDISTURBED 3 MIN. J / �» .r t `T I � EARTH PAVEMENT >, „ •, •, , . r rt • 3» .. _ t ,, , 1, 3» 8„ / __.. . • r\ /� 11 �� WLDTH TO� 5 3 z... ; . i . -- ___I T �� .� 0.4m 16 W; s r �,__- . NOTE: ( ) THIS POINT, R/W t 2- 8" t CURB SCORING LINE BEARING AREA SHALL BE AGAINST UNDISTURBED EARTH. CONCRETE SHALL BE 6---SACK, 3000 PSI I }" . ALL BOLTS AND FITTINGS SHALL BE COVERED AND TAPED WITH PLASTIC WRAP, 30'MIL. 10 a. 6 . SECTIQN A-A -PLAN- ... �' MIN. . \1 A.C. TYPE „B>, „ H THRUST AT FITTINGS AT 100 P.S.I. WATER PRESSURE P i e Size 90" de 45' de P 9 9 22-1/2 deg STRUCTURE STRUCTURE 4'-6 MIN � s ff 1 4 BACKFILL 1. IBACKEfLC . 0 OR LESS 6 » & Class Tees Bend Bend Bend f ff f - l ff 1/4" RADIUS ,f r ' ' • ,t - 't, c�..'.#'.''R,� :'�•,' +' wr' Y_ .A3� .t•.. �. \I N \ �'� ' _ ' TO 24 -(Q 8 1/4 RADIUS 6 -100 3, 560 5, 030 2, 720 1, 3$0 A.C. Di KE Ir. \/�// I 1. 11 150 3, 800 5, 37Q 2, 910 1, 470 � . \�y, I TTA ANGL 0 ,, , -Z2-1/2„ x 2_1/2„ x 1/4» 200 3, 800 5, 370 2, 910 1, 470 TYPE C � ,., ^_ +.`;. ���, � 11 1/4 MATCH 2 9 8'--100 6, 140 8, 680 4, 700 2, 380 ., A. 2 TYP. . CURB FACE •-1/2" 1 @ 18" O.C. 150 6, 580 9, 300 5, 040 2, 550 N T 1/4 5•-1/2» 6" 1 1-1/2„ 18„ N 200 6, 580 9, 300 5, 040 2, 550 » EXPANSION JOINTS 10° -100 9, 380 13, 2701 7, 190 3, 640 ,1 2 RAD. SHALL,BE PLACED EACE AN AN HOR 150 10, 750 15, 200 8, 240 4, 170 3 `3/4" RAD. » AT 25 INTERVALS, 200 10, 750 15, 200 8, 2`40 4, 170 ,® 6" 1/4_3 _ AT ENDS OF ALL NOTE: FRAME SHALL NOTE:GRATES TO BE SICeYLC E PROOF A.C. BERM IN 12' -100 13, 330 i 8, 860 10, 240 5, 170 3 CURB RETURNS, AND . BE DIPPED OR PER STATE STD. PLAN D�7-B RURAL AREAS 1 ,> EACH SIDE OF DRIVE- PAINTED IN DETAIL B ONLY 150 15, 310 21, 640 11, 720 5, 940 N 3 1/2" RAD. WAY DEPRESSIONS. 640 11, 720 5, 940 - 1-3 4" THE INTERVALS11 . • COMMERCIAL QUALITY 200 15, 310 21, 6 / „ BETWEEN EXPANSION 1. SIDEWALKS SHALL BE CLASS B CONCRETE; A MINIMUM OF 4 THICK, AaSPHALTUIv4 PAfNT. DROP SLOPE 2" CONC. CURB ' I 1/2" CV x 18" 14"- � • i--- JOINTS SHALL VARY ' 3, 1/2"x 1/2 ,f TAE3 LE 2 Safe Bear ng Load GREASED SMOOTH ,•. • • ' • ' . TO ALLOW MATCHING 2. STRUCTURE BACKFILL MATERIAL A MINIMUM OF 4" IN DEPTH AND COMPACTED ` DETAIL "B",00 '`�,. L..1 1 INN, SCS I L I n t b, /s f t, Y q• OF JOINTS ADJACENT s N , : - • ', - . . ,• , •. . , . DOWEL OR #4 , • f. - TO A MINIMUM OF 90% MAXIMUM DENSITY SHALL BE PLACED l}NDER .:THE . 1 4 EXISTING IMPROVE-- Soft c l a i , i , , , . . . i , « , , . , , . 500 REBAR W/SLEEVE SIDEWALK WHEN THE SUBGRADE HAS AN R VALUE OF LESS THAN 70. %, 1 2„ '., ^ ' PAN (0 • sT1 UCTURE BACKFILL. • •' ` ' MENTS. . . 1. / Sand, , , . , , , , , , , , , , , 10 0 0 A T ALL E X S I O N , . ' JOINTS AND 3. 1 2 EXPANSION JOINTS SHALL BE PLACED AT ALL CURB RETURNS DRIVEWAYS FOR USE WITH , :�,, Sand and gravel, , , , , , , , , , i , , , , , , i , , , , , , , i , i f 1500 / _ 24 WIDE GRATE CONSTRUCTION JOINTS. AND AT ALL INTERVALS NOT EXCEEDING 25'. 2'� 2,, 24 -- 1'- 11 5 8'° Sand and gravel cemented with clay. « , . . , « . , , , . . , , 2000 TYPE �, 1 f2" x 18" SMOOTH, GREASED DOWELS z4" O.C. TO BE PLACED THRC?UGH ( / ) EXPANSION f Sha t e, , , , , « , , 5000 THE EXPANSIVE JOINTS. f „ 3 MIN.» 1 Z JOINT Exam t e� Deterr�I ne thrust block area for 90� bend for 8" c l ass 150 pipe i n sand. NOTE . L4 x3 x 2 Q �IING�" AN�SITIC)N PLAN P P P - (1) TYPE "A» AND "C" CURB TO BE CLASS 'B' P.C.C. 4. WEAKENED PLANE JOINTS SHALL BE A MINIMUM OF 1-1 4" IN DEPTH AT 1. " NOTE. PIPES THAT ARE UNABLE TO ATTAIN 3 MIN. Pressure = 150 plus 50 C test pressure) - 200 PSI front Table 1 - / .. ' SIDE BOX WALLS WILL REQUIRE 9, 300 lb, for 100 PSI 18, 600 lb, for 200 PSI, Bearing ng capaC I ty (2) STRUCTURE BACKFILL PER SECTION 19-3.06 STATE STANDARD SPECS. 3�- 5 3 8 CLEAhANCE FROM IN INTERVALS NOT TO EXCEED 5. ; A DESIGN APPROVED BY THE CITY ENGINEER. of sand, Table 2, i s 1, 000 lb, /sq. ft, 18, 600/1000 = 18. 6 sq ft CURING METHOD - . CURING SHALL BE BY PIGMENTED CURING ,COMPOUND METHOD ACCORDING TO Tables 2 shall be superseded when the actual bearing capacity of the THE PROVISIONS OF SECTION 90--7 OF THE STATE STANDARD SPECIFICATIONS. 1 . so i t i s known from sol t s analysis, CURING COMPOUND SHALL BE WHITE PIGMENT TYPE. I . - II I � 11. 1 . 1. � _ . . . I Kool� - ." I I I 1. . I STORM DRAIN INLET I ' -l ' ' ', ". I , :, '.''� I IrY"� THRUST �LC►CK C�ETAi W TYPICAL CURBS L TYPICAL SIDEWALK SECTION . ' : � I _�� N.T.S. N.T.S. N.T.S. N.T.S. , � � � COVER LETTERED 2-11 "MONUMENT" OR ,' . "SURVEY" BURNISH ENTLRE TOP SURFACE » �`,'' /�ice,/,/!i�,f �' ♦ 1�8„ - I 11TY4E--5 REFLECTOR 1 1/4 �0, �� PER STATE STANDARDS ' V R T / - I I ' ' Q Q� NO SCALE � I 11 `ice, I_ VARIES PAVEMENT WIDTH O . i` 1 4" . , 13--3 4" ___"' ` A 8 O,C. COMMERCIAL RED !��, .091 '01 BRASS CAST IN SAND. , I VARIES LEAVE ROUGH. 2 1/4 `n. MAX. . 2' MAX. 1 "I , 3,�6,. MIN. - I I .. I. I� .., ;/1 � T . A I N ETAIL 1.o • s-- 1**� . 1 . A . 2% _ (4) #4 CONTINUOUS 3/4' DIA. MAX. ANCHOR OR N (3} 1/2 SMOOTH DOWELS SIDEWALK THICKNESS T SHALL A 0.70 x C.F. RADIUS_ P3),THREE1. % 4» p` - - ". A BE 4" AND SHALL HAVE A r' LACES. 1/2„ t�►, p 12" WIDE BORDER WITH 1/4 YY�Q. if CAt1f� CAD , GROOVES APPDXIMATELY , --,.- -..-910.-910- . �„rAP �GI.;T��iY _ srr - .. - .. 3/4" C.G. SEE GROOVING z 1 1 1 1 � �`�2 DETAIL BELOW. THE RAMP SHALL NOTE: 4 0 n Q 1, ENGINEER OR SURVEYOR SETTING THE MONUMENT SHALL BE GROOVED IN A HERRINGBONE w . INDICATE EXACT POINT BY MARKING A CROSS ON THE CAP. � p • - tK PATTERN APPROXIMATELY � ,� STANDARD I'RQN,T FRONT . ,� c�, # 4 C� 4 --- Q.C. A EXPANSION HE SHALL ALSO STAMP HIS LICENSE TYPE & NUMBER• 1-1/2 O.C. P T--T - 1 1 N-•T -- 1 N ... � 2. MONUMENT WELL TO BE BROOKS PRODUCTS Na. OTT OR ` JOINTS . I "I U 1/2" EXPANSION JOINT MATERIAL EQUTAL. -�~ �^+ 4" ISOMETRIC RIC ^ � d. }-•- BEVEL LACK EDGE OF PQST `n 8,> . #4 @ 18" 0.G. 3" CLEAR a REFLECTOR - N G° 2"x8" RAIL ANCHOREDI 11 Ait W/5Od NAILS AT EACH . , LETTERS DEPREy�SED 0i Z PAST. (TYP.) 1/32" DEEP U CUT ;n 12.5% MAX AFTER BURNISHING. a ASSEMBLY DETAIL AT CURB RISER RING fJ'fx6"x7'-0" ROUGH D'F. ' A NO SCALE 6°. POST (TYP) 1. 4 STD. EXPANSION JOINT 7„ ' 13-3 4" 7__'_ ra C,g 1 : a SET 1'--0" MIN. it I„ ..I. / ..�. PAVEMENT -� P �,(a NOTES: "� INSIDE 12 4 MLN. -• ,ry., Y.,ti. .,� t� z USE GROOVES ON SLOPING :r <.4 ' r� 1 SIGN BLADES TO BE EXTRUDED ALUMINUM, 1 c0 ' , .-. "-:.1.'''' •. . Y. 6063--T6 ALLOY DEGREASED AND ETCHED c C14PORTION OF RAMP WHEN MAX t �'� SECTION A-�A AT IN CENTER OFN ���:,�;: .' #: ,:". WITH GREEN SCOTCHLITE APPLIED TO BOTH 7' MIN. @ , LOCATED E _ 04© CURB RETURNS _ 8 DIA. j: "' CONCRETE 2% SURFACES. SIDEWALK fNSTL. 2" STD ROUNDED �.� =4` 10-1/4" DI '* ,> COLLAR (WHERE REQUIRED) GALV. NOTES: Max PLAN 1 2. POST-TO-SIGN BRAKET TO BE DIE--CAST, „ IRON 1. RAILS TO BE 2 x 8 CLEAR D.F. S4S AND o ". BRASS - z #360 ALLOY WITH TWO ANGLED GUSSETS >, PIPE 3% T=4 , 1 CAP G' � ;K' S � EACH SIDE FC)R STRENGTH. TO FIT 2 3/8 t-•r POSTS TO BE 6"x 6"x 7'-0" ROUGH D.F. . I SEE LIP . 8.3 3' 3 3 3 /l CI R v� co :` O.D. GALV. PIPE (2"1•D.). SIGN-TO-SIGN J i z 2. BUTT ALL RAIL JOINTS QIV CENTER QF a DETAIL MAX, CIN BRACKET TO BE SIMILAR CONSTRUCTION » POST. I A.C. PAVING r » lJ M 30 WITH 90' AND 45" SEPARATION. 1/2 x4 PIN - 3. ALL EXPOSED WOOD SHALL BE PAINTED �- 4 _ DRY PACK --w--- __ WHITE, 2 COATS. ,. ; w 2" GALVANIZED 3. CAPITAL LETTERS TO BE DIE-CUT SILVER CONGRETt 1 IRON PIPE FILLED AP PAlV SCOTCHLITE SERIES B. 4. STANDARD W2 R REFLECTORS TO gE TIOiV A�" AJECT SECTfON 18 IN• LOCATED AS SHOWN. WITH CONCRETE _ .a 4 4 EQUALLY SPACED SECTION A---A 4. SCREWS FOR SECURING BRACKETS TO BE ZINC -. '. 5, PAINT PER STATE STANDARD SPECIFICATIONS, � (3} CLEAR #4 C 4'-O" O.C. PLATED HEX SOCKET HEAD SCREWS 1/4"x1 J2". �,�5 INSTA1+ SECTION 91-3 N 45, NO SCALE - Q 0 1 1 I . -, ; „ ' 1/2 APPROX 3/4 ON BORDER; I_r ,� 1-1/2 ON SLOPING PORTION �,,•ECTI A""" A ro� STANDARD STREET' STANDARD STREET T GN Q WOODBEAM �,RICADE , " Q OF THE RAMP .1�11 11. . N.T.S. N.T.S. 1. N,T, n, ! ' •r•• " ir. '3-.%.� .'':...•�„+ fp"= `',I•r'rr il` ,.. - :>: [c r ,rJ gg �� ; v.J •.• , - C� 1 4 .,• .. j r •.' LIP TA I L / •. _ .::. a,r ,. .... r.r .. ,.; W _ ... " NaTEs: 1/4 1. ALL CONCRETE SHALL BE CLASS 'B' P.C.C., MIXED AND PLACED IN ACCORDANCE '.. F STANDARDS t � I 1�1 o p / �r ` WITH THE APPLICABLE SECTIONS 0 THE STATES ND DS R E V (, S I 0 N S . I I I ,� GR�Q Y N V ��TA L., 2. ALL FLATWORK SHALL BE 8" THICK. 1...- Ia 'EL MIAL N , ,'rC«• aimon ' S NO. BY DATE .DESCRIPTION __ # '�li TYPICAL R C S S G U TTERr ,TYPICAL II � . . " � 1� 1 . -, .I. , � 1 ' 11 M f . �' I I ITA . 4 � A 11 ro T N.T.S. .;�, ;,. ' ' N, ,S> r 7 :�, cn fQ ENGINEERSI / c ' ` �' T Q�1, -` A AC�ERO A '' P1, ANNEPS a' rn ., 'A' ' rx. I /.,/ I . �A " , 01 ' II: 364 Pacific Street ."` i . i A 4 1 , -_j11 .. San Lu s 4b spa> C 93 4 J R.,FALKENSTI'.EN C.E. 33760 EXP: 6-30-02 DATE , : µ ' 0 , , . (805} 544-7407 - - .; 11 .• + k cx D GN£D BY , , DRAWN.BY, CHECKED BY,., JO8 NUMBER , . SGAtE: SHIET tL .�' ... . I U. �.R$, l.l�� , S�lS �9�f�'��3,�3 NTS ,t I'll , r, - I GFA No. 990341 � � � CA/FILENAME'. �HD'-`C21. I.4 f�WC . . . - . . • . ; �.__.. _..m,,. �,. _- __-.,._.r _ .A... . _A T A