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HomeMy WebLinkAbout1988 - Caleta Lane �4F'GNEO.0 OGs/G.4L NOT�'�' 1 NO, CONSTRUCTION. SHALL BE STA111E1) W1411OUl' PLANS/PERM)T APPROVED BY WE CITY ENGINEERING AZZ :51yV, ✓&Y ON 7W f /:7Z,4 V5 /5 GDG•4r�12 GWrTy//Y Q,:cNeeZeel"4 ::5/re 5GD- 61/7. DEPARTMENT. THE CITY ENGINEERING DEPARTMENT SIIA1_L BE NOTIFIED AT LEAST 24 HOURS PRIOR Tye ?`&ZiOG✓/NG GOND/7/62N5 /./1LL 20AF ry/S' F'k'D,,1,fG7': TO STARTING CONSTRUCTION, ANY CONSTRUCT-ION DONE WITHOUT APPROVED PLANS OR PRIOR NOTIFICATION /. �,� -cdNsr,�vGrioN �r�e;r1NZr /r�/5T,8,� yElp a17,� rye 511P��'V15/rver TO THE CITY'S ENGINEERING DEPARTMENT WILL BE REJECTED AND WILL BE AT THE CONTRACTOR'S AND/OR OWNER''S RISK AND EXPENSE. ,d'"��/�D�OLr/ST f-,p/O�e TD �'�'G/NN/NGr ,4/1/Y L,IO,F'f� . G"ONT•4GT �'Dts i�'T Gr/B54rI/QT 2. ALL CONSTRUCTION WORK AND INSTALLATIONS SHALL CONFORM TO THE CITY OF ATASCADERO AND COUNTY OF SAN LUIS OBI SPO STANDARDS AND SPECIFICATIONS,, AND ALL WORK SHALL BE SUBJECT TO Z. /N r1f,WeV 4 � UNPeR'l,f4UND UT/L/Ty' flrZ.40.47XDNS INZZ LV/N6 S 4fAlf,p 4NP A1,W rA e THE APPROVAL OF THE CITY ENGINEERING' DEPARTMENT. /'T,Q/N5 , rl-lf i4efd A1.157' 9f 1-UNP �12/Z4&2 FK?l,�' ,/A2ZX JZ4D �15T" /ND�.,,2fe M •q. 3. SOILS TESTS SHALL T HAL BE DONE IN ACCORDANCE WITH THE COUNTY STANDARDS AND SPECIFICATIONS SIX Lf7fT P 11NE T,4�' � E'5ZNZf zV BU,P/,4L Gee' IAID5 . SECTIONS 11-351.1403 AND 11-351 .1404. ALL TESTS MUST BE MADE WITHIN FIFTEEN DAYS PRIOR TRAC / N,41/f rxe5�f pzdNS4Nd /-WVZ- 49e7Z el-1/Nfv 7AL 47_ TVfY"Aef /N TO PLACING MATERIAL. THE TEST RESULTS SHALL CLEARLY INDICATE THE LOCATION AND SOURCE OF IMPROVEMENT t5rwrfp /N/v,y leno,, er 4f` r 5T/N /a/ THE MATERIAL. r//ff 4d /14 1-1 4. COMPACTION TESTS SHALL BE MADE ON SUBGRADE MATERIAL AND MATERIAL PLACED AS SPECIFIED BY THE CITY ENGINEERING DEPARTMENT. SAID TESTS SHALL BE MADE AND APPROVED BY THE CITY ENGINEERING DEPARTMENT PRIOR TO PLACING OF THE NEXT MATERIAL. , 5. SUBGRADE MATERIAL SHALL BE COMPACTED TO A RELATIVE; COMPACTION OF 95% IN THE ROADWAY PRISIM BETWEEN FINISHED SUBGRADE ELEVATION AND ONE FOOT BELOW. ALL MATERIAL IN FILL SECTIONS. � BELOW THE ZONE MENTIONED ABOVE AND IN SIDEWALK SECTIONS SHALL BE COMPACTED TO 90% RELATIVE COMPACTION. w Q 6. A REGISTERED CIVIL ENGINEER MUST CERTIFY THAT THE IMPROVEMENTS, WHEN COMPLETED, ARE IN ACCORDANCE WITH THE PLANS PRIOR TO THE REQUEST FOR 'FINAL INSPECTION. "AS-BUILT" PLANS �y ARE TO BE PREPARED AFTER CONSTRUCTION IS COMPLETED. THE CIVIL ENGINEER CERTIFYING THE IMPROVEMENTS AND °PREPARING THE "AS-BUILT" PLANS SHALL BE PRESENT WHEN THE FINAL INSPECTION IS MADE. 7. ABASE PRIME COAT SEAL OR FOG SEAL WILL BE APPLIED IF DIRECTED BY THE CITY ENGINEERING DEPARTMENT. 1 .3 Mill 8. AN INSPECTION AGREEMENT IS REQUIRED PRIOR TO ISSUANCE OF AN ENCROACHMENT PERMIT AND a� v START OF CONSTRUCTION. h 9. AN EFFORT HAS BEEN MADE TO DEFINE THE LOCATION OF UNDERGROUND FACILITIES WITHIN THE JOB SITE. HOWEVER, ALL EXISTING UTILITY AND OTHER UNDERGROUND STRUCTURES MAY NOT BE SHOWN ON THIS PLAN AND THEIR LOCATION WI IERE SHOWN IS APPROXIMATE. CONSTRUCTION CONTRACTOR AGREES vl4cl)vlry IVAP N r.5, THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR LOCATING OR HAVING LOCATEi ALL UNDERGROUND UTILITIES AND OTHER FACILITIES AND FOR PROTECTING SAME DURING THE COI1"tiSE OF CONSTRUCTION OF THE PROJECT.- 10. ALL UTILITY COMPANIES MUST BE NOTIFIED PRIOR TO TETE START OF CONSTRUCTION. CONSTRUCTION .Car 2 ACT UNDERGROUND SERVICE ALERT AT 1--800--642-2444 AT LEAST 2-10 DAYS CONTRACTOR SHALL CONT BEFORE BEGINNING EXCAVATION AND SHALL VERIFY THE LOCATION OF ANY KNOWN UTILITIES AND WHETHER OR NOT REPRESENTATIVE OF EACH COMPANY WILL BE PRESENT DURING EXCAVATION. 11 . A 'CITY ENCROACHMENT PERMIT IS REQUIRED FOR ALL WORK DONE WITHIN THE PUBLIC RIGHT-OF- ® 61 a WAY AND WILL BE VISIBLE PRIOR TO THE START OF CONSTRUCTION,. ACTING ON BEHALF OF THE CITY ENGINEERING DEPARTMENT, MAY REQUEST i 2. TETE °CITY INSPECTOR, ACT L_ � '�..._:_....--' REVISIONS IN THE PLANS TO SOLVE UNFORSEEN PROBLEMS THAT MAY ARISE IN THE FIELD. ALL REVISIONS LDr 4 ARE SUBJECT TO THE APPROVAL OF THE CONTRACTOR'S ENGINEER. VQi Lor 13. CONSTRUCTION CONTRACTOR SHALL MAINTAIN A CURRENT, COMPLETE AND ACCURATE RECORD OF ANY AND ALL CHANGES FROM THE CONSTRUCTION AS PROPOSED IN THESE PLANS AND SPECIFICATIONS, FOR THE PURPOSE OF PROVIDING THE ENGINEER WITH A BASIS FOR "AS-BUILT" DRAWINGS. NO CHANGES SHALL BE MADE WITHOUT PRIOR APPROVAL OF THE ENGINEER. 14. TITE STRUCTURAL SECTION WILL BE BASED UPON SOILS TESTS TO DETERMINE R-VALUE OF EXISTING SOIL AND A TRAFFIC INDEX DESIGNATED BY CITY ENGINEERING DEPARTMENT T.I. 15": ALL FRESH CUT OR FILL SLOPES SHALL BE PROVIDED WITH AN APPROVED METHOD OF --EROSION CONTROL ®rE mAp Ke BY THE CITY PLANNING AND ENGINEERING DEPARTMENTS. 16. ALL UTILITY RELOCATIONS AND/OR ALTERATIONS SHALL BE TME SOLE RESPONSIBILTIY OF THE DEVELOPER AT HIS EXPENSE. ►y �"' ' ' 11. IN *11 IE EVENT �IHAT _T11E CONTRACTOR NOI ICES ITtREGULARI TIES IN THE LINE OR GRADE HE SHALL 6H4c4e7- NO. 94 Is e®pT/®/v BRINGIT TO THE ,IMMEDIATE ATTENTION OF ."II1E ENGINEER. IF 1!E FAILS TO DO S09 THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY ERROR IN -111E GRADE AND NECESSARY RECONSTRUCTION TO CORRECT P41-rz SUCH E12RtlR, , ® 6,4N7,4 ", -54 X VeNL/E //'0Pe&l)k1f1Y,,&Vr FLAN 18. EXISTING PAVING SHALL BE CU F IN ACCORDANCE W I I I 1 CITY/COUNTY STANDARDS AND SPECIFICATIONS AND SHALL REVEAL COMPETENT STRUCTURAL SECTION AND NEW PAVING SHALL BE JOINED AT THIS POINT, ® LQL�'Td L,�IN�' //7P�P01/�•/y�/IlT PLAN OF SECTION SHALL BE I NSPECI ED BY CITY ENGINEERING DEPARTMENT PRIOR TO PLACEMENT � -6,eafe l,1 r N5/ON 117Z 4N OF BASE. 19. ANY SURVEY MONUMENTS WITHIN THE AREA OF CONSTRUCTION SHALL BE PRESERVED OR RESET BY A REGISTERED CIVIL ENGINEER OR LAND SURVEYOR IN ACCORDANCE WITH CITY STANDARDS AND AS REQUIRED BY STATE LAW, SUBDIVISION MAT' ACT" AND LAND SURVEYORS AGA-. 20. ALL GRADING SMALL BE IN CONFORMANCE 10 C;I IAP I ER 70 OF T I IE CURRENT U.B.C. ANI) TITLE 0 OF THE ATASCADERO BUILDING REGULATIONS AND SHALL BE SUPERVISED BY A SOILS ENGINEER WHEN REQUIRED. 21 . OFF-SITE GRADING OR OCHER CONSTRUCTION WORK NOT PERMITTED WITIIOUT PRIOR WRITTEN PERMISSION 6Yl'lJr404'° A7Z6z*1el rAON OF J1IE OFF-SITE PROPERTY OWNER. f'C-'OPCerk" L/N,6 22. NO TREES SMALL BE REMOVED WITHOUT PRIOR APPROVAL OF THE CITY PLANNING DEPARTMENT. - 4,ENr,feZ/Nd' 23. CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, --- rZ01WLINE CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLEIF RESPONSIBILITY FOR JOB SITE CONDITIONS - f',�DPD6�'G� GD/VG,��'T�' GUe� DURING ]HE IE COURSE OF CONS I RUCI ION FOR I I IE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AN[) NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONTRACTOR FURTHER AGREES 10 DEFEND, INDEMNIFY AND HOLD HARMLESS DESIGN PROFESSIONAL FROM ANY AND ALL LIABILITY, REAL OR ALLEGED IN CONNECTION WITH THE P�'OPDS�O Ps�1//Nl � 5�/✓LL/T'�/N� PERFORMANCE OF WORK ON THE PROJECT, EXCEPTING LIABILITY ARISING FROM NEGLIGENCE OF DESIGN PROFESSIONAL. 24. THE CONTRACTOR SIIALL MAINTAIN TWO-WAY TRAFFIC AT ALL TIMES, TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH CURRENT CALTRANS MANUAL FOIL TRAFFIC CONTROL AND WORK AREA TRAFFIC CONTROL -� ---,--- fX/5T/NGT f4 fr f V`4Y/ivG HANDBOOK. NO STREET CLOSURE WILL BE PERMITTED 'UNLESS PREVIOUSLY ARRANGED FOR AND GRANTED F_ BY THE CITY ENGINEERING DEPARTMENT. 25. GRAVE CONSTRUCTION STAKES SHALL BE SET BY A LICENSED OR REGISTERED CIVIL ENGINEER OR SURVEYOR IN ]'HE STATE OF CALIFORNIA. 26. ANY DISTURBED MAIL BOXES SHALL BE REPLACED IN A MARINER APPROVED BY THE POSTMASTER AND CITY PLANNING DEPARTMENT. O6,fO IVNI-014 ,fl AREAS TO BE GRADED SHALL BE CLEARED OF ALL VEGETATIC)N, INCLUDING ROOTS AND OTHER MATERIAL ---��) t`X/6T�NI,, /°%4i1/�/eLg' UNSUITABLE FOR STRUCTURAL FILL, AND SCARIFIED TO A MINIMUM DEPTH OF 12" OR AS REQUIRED P, 'OP05�'O GL�6IN DUT 'BY THE SUPERVISING SOILS ENGINEER. s NO TREES SHALL BE REMOVED WITHOUT PRIOR APPROVAL OF THE CITY PLANNING DEPARTMENT. fkDP46,fR 6,flV 'eZ,4rfee,,4L `rF ALL FRESH CUT �T OR FILL SLOPES SHALL BE PROVIDED WITH AN APPROVED METHOD OF EROSION CONTROL BY THE CITY PLANNING AND ENGINEERING DEPARTMENTS. Pi�D/GD�G"!� /✓,�lT�k' /SLI/N �° ,,.�FAI w° W ,f,C/5TiNr H,, Aar6q 41N . 30` CUT AND FILL SLOPES SHALL NOT EXCEED A GRADE OF 2 HORIZONTAL TO 1 VERTICAL UNLESS APPROVED f THE SOILS ENGINEER. --- ----» ° �, ®Pos�r� ��tr� c%dL v� I/ TITE CONTRACTOR SMALL EMPLOY ALL LABOR, EQUIPMENT AND METHODS REQUIRED TO PREVENT HIS P,�OPDS�D �/��' 4/1/G'R�W/VTefe 0)eVACAWIN& � OPERATIONS FROM PRODUCING DUST IN AMOUNTSDAMAGING TO PROPERTY, CULTIVATED VEGETATION AND N BUILDINGS IN THE VICINITY OF f'k'OPOS�O -5fA''/1/Gf TD G✓,4ree/YlCr4E,R 'DOMESTIC ANIMALS OR CAUSING A NUISANCE TO PERSONS OCCUPYING _ THE JOB SITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE CAUSED BY DUST RESULTING FROM HIS OPERATIONS, DUST ABATEMENT MEASURES SHALL BE CONTINUED UNTIL RELIEF IS GRANTED f 'OPDS 'U T,�G' ZONNfGT/D/1/ BY THE GRADING INSPECTOR `/ ` • A'PPROVED BY �... . .� P�C'DP05�"D GrAS /y,Q/N 32 ALL UNSUITABLE SOILS MATERIALS AND RUBBISH AND DEI3R I S RESULTING FROM GRADING OPERATIONS ,Y/5T/N,/ 6746�S /W//Y1 2%ec7f^1c �- '� r*VA «� AF 74 9 SHALL BE REMOVED FROM. THE JOB -SITE AND DISPOSED OF PROPERLY. � LOT &p E3LOG� -'3 SLOPE CONSTRUCTION REQUIREMENTS INCLUDING KEYS AND BENCHES SHALL BE SPECIFIED BY THE IVWIYe SUPERVISING SOILS ENGINEER PRIOR TO CONSTRUCTION OF GRADED SLOPES. 2d /0 7"),P/G!4/ ?W�f TD,eflyW' 11V EARTHWORK ESTIMATE: lel_Z 40 7_YpiG,4/ 7A*:f' ' TD 9Z Re1%ldVe49 f'A 1L 5EN5/BAUfiH k'�.�. oi44 CUT: .0 CUBIC. YARDS - REVISION DATE designed per UN®�,P�r�'OL//1/O F.'�.�`�; L/N�' IL�Y�rrS'f 3Z-89 � �„�r1G�ESTA ENGINEEBRING FILL: CUBIC YARDS , - � ' f'Cr. ¢ . ADX NOTE: EXACT SHRINKAGE CONSOLIDATION AND SUBSIDENCE FACTORS AND LOSSES DUE TO CLEARING 1a �� 7dQ1 E!. CA M I N4 REAL B / P O.B ,�/e °°`. ` " �` � OX 2066 22 OPERATIONS ARE NOT INCLUDED. ESTIMATED EARTHWORK QUANTITIES ARE BASED ON /7 x Y0"PG F.�DX THE DIFFERENCE BETWEEN EXISTING GROUND SURFACE AND PROPOSED FINISH GRADES, ATASCADERO CALIFORNIA 93.423 job no, AS SHOWN ON THE PLAN, OR SUBGRADES, AND SI"IOULD VARY ACCORDING TO THESE FACTORS. Pk'Of'DS�L� ��k'1//C ��OM Pcs. `�. BDX 805 466-6827 6> - ee log CONTRACTOR SHALL MAKE HIS OWN SITE VISIT AND QUANTITY TAKE-OFF AND SHALL Q-27- ' ; sheet { $. BID ACCORDINGLY. f 4N R. FALKENSTIEN EXP. 6-30-90 3 �f CALi TREE,PROTECTION NOTES /4, 1. ALL EXISTING TREES SHALL REMAIN UNLESS OTHERWISE NOTED. 2. EARTH WORK SHALL NOT EXCEED THE LIMITS OF THIS PLAN. x 3. LOW BRANCHES IN DANGER OF BEING TORN FROM TREES SHALL BE PRUNED PRIOR TO ANY HEAVY Aklo ro z4=. #Or&.*0.Af�f dz,0� A9f0le,47IMN A-de '4" EQUIPMENT WORK BEING DONE. ieWA9 1,1149MINer d111 -54Nr4 R064 4114f. 4. VEHICLES AND STOCKPILED MATERIALS SHALL BE STORED OUTSIDE THE DRIP LINE OF THE TREES TO REMAIN. AlIzz ef 1yo(jqE oN xww *newr x,cP1-,4c,e,A-fewr- rAea= 5. TREES TO BE REMOVED SHALL BE IDENTIFIED,WITH A SIGN PROVIDED BY THE CITY. 6. TREE REMOVAL PERMIT SHALL BE POSTED AND VISIBLE FROM THE STREET. co. 7. TREES TO BE PROTECTED SHALL BE FENCED DURING CONSTRUCTION WIT" 5-FOOT FENCE AS SHOWN <j7 ON THE PLAN. 2X4 A950AA0 79411VIe- Ple6l-�ffc770,\l N VWZZ/lf 0/4�_195elz Sri 5 6 W4 CII-014 &1 4 0::5e 14&Ne e I> V 4`4 r*vp, NrX A7406*4 -k '4 :k \A x I -- tp Nu 1$ eIr Ar e.111f R Z INf V 4E *4 V 6 *4 r 4 00 A0 I INf- 7 * -5 Z-4 A0,00 NZAI IVIV&)Z4f t5Zf *11yr _-5wNrw Wv-.�WZ�z 0" AMINMIN V1,eA1,0e. W.Z. 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FALKENSTIEN 41,1 IV RCE EXR 'Of- Keuffel Esser Company,48 7024 Made in U.S.A. eW4frX ZN. 4 6r,4. A.. A&\t�w J 4Z$ 'W"471,"r ro,,e 54,7' 6,fAlel le:5r,41,16?6:x 6:5 llfl�UZZ 7r,,lZ N Ae;, Nl- (e dw— 10 z; /_5 o 7z eW "el v,4 r2f kv4p a1571*Net 9l1ef*er,4P Z11Ve:6, �fm fe 5 U. 6 IN.$UZ Z rX Z. e. 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EARTH WORK SHALL NOT EXCEED THE LIMITS OF THIS PLAN. z.or 4 3. LOW BRANCHES IN DANGER OF BEING TORN FROM TREES SHALL BE PRUNED PRIOR TO ANY HEAVY EQUIPMENT WORK BEING DONE. 4. VEHICLES AND STOCKPILED MATERIALS SHALL BE STORED OUTSIDE THE DRIP LINE OF THE TREES TO REMAIN. 5. TREES TO BE REMOVED SHALL BE IDENTIFIED WITH A SIGN PROVIDED BY THE CITY. 1,A1y0Z17_1_,E r 6. TREE REMOVAL PERMIT SHALL BE POSTED AND VISIBLE FROM THE STREET.7. TREES 'TO BE PROTECTED SHALL BE FENCED DURING CONSTRUCTION WITH 5-FOOT FENCE AS SHOWN ON THE PLAN. ---------------------------------------- ------ ----------- -------------- ------- ------------ ---------- ------------------------ ---------- ---------- -------------- ------------ ------------- ------------------ ----------- -------------- ----------- .......... -------- ---------------------- ------------ ----------------- ------------------------- --------------------- ---------- ----------- ----------- -- -------------------------- ---------- --------------- ----------------------------- ........ ---------------- --------------------- ---------- -------- ------------- ------- ------------------------ .......... -------------- -------- ---------------- ---------------------- --------------- ------------- -----­­ ------- ------------- ---------- ---------------------------------------------------- --- -------- ------ T---------------------- ----------------- --------------------- ---- --------- ------ ---------- ------------ ----------------------- ---------------- ----------- ---------- ------ ---------------------- .........-------- ------------ ------------- ----------------- ------- ---------- ---------- ------ ------- ------------ ------- D.7 ------------ ------------ ---------- T ——---------- Art ----------- ------------- ------ lw ----------------­......................................................... ------ -------------------------- -------------- ----------- ------- -------------- ------- ---------- ---------------------- -------------- ------------------ ------------------------------------------------------------ ---­-------------- ------------------------------------------------------........ -------- ------------- ---------------- ---------------------- ------ -------- --------- ------------------ ------ -------------- ------- ------ -—-------------- ----------------- -4 ---------------------------- ........... _T-------­------------ -------------------­ -------------- - ------ --------- ------- ---------- --------------- ------ ------------------------ ------------------ ------------------- ........-------------------- ------ ------------ ---------------------- ---------- ----------------- -------- ------- ....... ---------- ------------- --------------- ------------- zw! ----------------------------- 0!) 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O;r.4 z04Nf mptc a Y4 elsf&N r RZ*4 N 1 T E, 7F ...........---------- 1507 5f 11 1 -------- designed REVISION RI 0 ub Z im r.Z C"STA `NG I vG 7A01 -EL CAMINO REAL 4B PO-BOX 2066 drown ATASCADERO CALIFORNIA 93423 job no. - ----- 805 466-6827 e7-OZe ------ 000, sheet f HN or/4V,57 R. FALKENSTIEN RCE 33760 EXP. 6-30-90 -0 14rN "PAM Al Vr Keuffel &Esser Company 48 7024 Made in U.S.A. 4D I e",,c,74Zr.,"P 141&1 45 t;he4WN IcW10W 7d' ,4�C4P4f P401,1N:571CZ*A1l-1 7 IN; 910 Z LA 2 4 YrZ e r INV e4lr rd 00&N //vv 9??, //VZ er 717 INV //V dole Nr6. 6U. e ,17 6;fl e 9,4NK 4NP INZ er 4,Cf,4 V e 1 *N& eZo� :571 c/z z 5z,a 0 Pe gy(Z 151-1 Z11Y17:5 =---n__,A7ZXZf loll e7 9?d/_0/Y/R/z er d11r,9%.011/1 lell�111476 rod 00 4. ev\9 -wre'A� J,rl;5 7 1*1V4 Cl Ve e' ell ul uj 14 7X -f6 0 40' VV IN LL 0 .... ......... 14OZ a Ai%11V7- N ee �5 ",4 f 4,41 0 z 0 . .... 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M ----—-- ---------------------------------------------------- uj ------------------------- L= z z ------------------------- ----------- -------I---------------- ------------- -------------- ----------- ------------- ---------------- ------ ------ ----------------------------------- ----------------------- _4 wncr­ ------ -------- --------------------------------- --------------- ------- ------ APPROVED By 6ANIrAf J/ 6EUEff XrES.6140N ------ ------ ------- zw 4 e r 74 '41F DATE -------- REVISION desigqed ---------- "4ERIftwG , c��ESTAERNPGEJNP JN drowh' --------------------- ------- --------------------- 7401 E L CA M I NO REAL 4�B P 0.BOX 2066' ATASCADERO CALIFORNIA 93423 jobno. es>7-Oee ------- —------ 805 466-6827 shoot 41— -90 Z-16HN R. FALKENSTIEN RCE 33760 ---- EXP. 6-30 ------------- Keuffel &Esser Company 40 Y' I.,D tie-�l 48 7024 Made in U.S.A.